Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans
OFFICE COPY Ir N 3lrCP1 .-PL 34`I RECEIVED CITY OF TIGA'ItD NOV 19 2019 REVIEWED FOR DE COMPLIANCE CITY OF TIGARD Approved: [ BUILDING DIVISION 1Ar use_ OTC: [ I Permit#: IMS"'CAoR M92 ' ,S 1 1 ©19 Address: V-535 SW LObT l q4 pi_ V/aLIDITY OO Ac4ERMoNiITTHE ISSUANCEOF AIT Suite #: BASEON CONSTRUINi B} O Date: kt (q �\ DOCMENTSANDOER„:rrte�,,(�``� '� �� DATASHALL NOTPREVT ��'”4c THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS.ORSC 105.4 LIABILITY Shy The City of Tigard and its 24 _ employees shall not be responsible for discrepancies I-17 , 3� Nevi Caves �, `3 _ 8-11 , which may appear herein. -- — — — 10; wax: Ito' -re- lee Approved plans shall be on lob s!t9. CiTi OF TiGARD 111555 S,\'•) . 1°° Approved by Planning _ i . 1.1Date: i9 Y 1 1 ''- ,11 'f`cfe- c `"s Initials: r. ...-- — S-1--r-c_RL").3 i N RECEIVED �=c>ue r-PPfCOVE a5 -? '-Sc ,D SAD/le-b, M-P14 t>c.--c? .3 NOV 19 2019 'Tc Vie.. 4.2-7 (ESR-1 Ici5S? ) :.C,C._ CITY OF TIGAR@ bUdi*.D NG®IVB 11 / j Co nvoke; ��x lo, gran o3 C u c� ) i� f 0 I:G.50c\ 1..„),,,,77_,,,,Th .... Adobe- xtel/z., 7toJ 54,,42„ apsnn 4 547 C_e6Afv - 04 6R • - pax c ks —76o Cr ® 0 c y1,s - Ma +s --12>e-k,1 3'x 3) AiL.4ry„,,„„r,` - W r 31 rev 966 1- ms's C 4- 41Y` 3 5/ S. a'2-D' 13 _ Wit-- SKI JfJ , I 4._0t -x% ga Pis , -)e .. - 5 \ ?reftrki ..w.11 A Y VP "MIN"PAM 5220 NE Columbia Blvd n i moor TO Portland, OR 97218 Y_2 lONSrr! 503-282-0140 1-800-214-0140 www.mayawning.com -3►' C' I N *4' sk5I F- „ 1 Sy5464y, {---LT�,',\ r \Abtk -'N TtC" _ 1 I �I _ I ! I 1 1 L fal f l I i 1 I ( J i ' 1 + 1 1 1 I i i `MV` ! I 's I ? 37 f i I v s I 1 1 i 1 s s 1 I I t i o i ( s I I T I I I ! 2 onS r� 3x3 �' I I 1 l roct �,�'X mit i i I I 1 3 � ...i..)Yer) i ! Com- q — 9 l r r i 1 i 1 s I l II i I i I i i I ! I i 1 1 1 I ., .,�i r, , I I I i I 5413 L i I I I I 1© QIIA i I. • I : ri---' it - i I J I -~, a l\ .i---7 -_, .-l` + \n�r l f t�5" BI S 'Poe+ Al, ex;7i-;i Gt) &--- a- Yg"X 3y2 ,��t+; Qa- 1 Tz-- 0 n& — v-:= 1.--;,..,: s, ',lay ;Awning & Patio Co. le A.WN/NG&PATIO 5220 NE Columbia Blvd Portland, OR 97218S ,! l 503-282-0140 1-800-214-0140 1 www.mayawning.com FOUR SEASONS BUILDING PRODUCTS PATIO COVER, CARPORT AND COMMERCIAL STRUCTURE ENGINEERING (2015 IBC) PAGES DRAWING SECTION DESCRIPTION 1 MUSAGN01.DWG GENERAL NOTES AND TRIBUTARY WIDTH DIAGRAM 1 GENERAL NOTES AND PROFESSIONAL ENGINEERING STAMPS RECEIVED LATTICE COVER COMPONENTS AND CONNECTION DETAILS NOV 19 2019 CITY OF TIGARD 1 PAGE LAT01.DWG STRUCTURAL CONFIGURATIONS BUILDING DIVISION 4 PAGES LAT02.DWG COMPONENTS/CONNECTION DETAILS LAT03.DWG LAT04.DWG LAT05.DWG 3 PAGES LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 22 PAGES LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING ALUMINUM AND STEEL HEADERS SOLID COVER COMPONENTS AND CONNECTION DETAILS 11 PAGES MUSA01.DWG STRUCTURAL CONFIGURATIONS MUSA01b.DWG STRUCTURAL CONFIGURATIONS MUSA02.DWG COMPONENTS/CONNECTION DETAILS MUSA03.DWG COMPONENTS/CONNECTION DETAILS MUSA04.DWG COMPONENTS/CONNECTION DETAILS MUSA05.DWG COMPONENTS/CONNECTION DETAILS MUSA06.DWG COMPONENTS/CONNECTION DETAILS ROFFS MUSA07.DWG COMPONENTS/CONNECTION DETAILS \5 - GI Etc sip MUSA08.DWG COMPONENTS/CONNECTION DETAILS �`�� 1' • ;.9 ta MUSA09.DWG COMPONENTS/CONNECTION DETAILS MUSA10.DWG COMPONENTS/CONNECTION DETAILS11lir , d, 7 PAGES 4.0 PANEL SPANS FOR PATIO, CARPORT AND COMMERCIAL STRUCTURES °° 38 PAGES 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS 1 PIRP: DEC 31 2020 2 PAGES Miscla, Miscib 7.0 MISC DETAILS DEC 27 2018 1 PAGE Misc2 7.0 FAN BEAM DETAILS 1 PAGE Misc3 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES - 1 PAGE Misc4 7.0 CONCRETE FOOTING OPTIONS - 2 PAGES Misc5 7.0 REQUIREMENTS FOR LATTICE STRUCTURES WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS 1 PAGE Misc6 7.0 FORCES ON EXISTING STRUCTURES 1 PAGE Misc7 7.0 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS January 26, 2017 1 PAGE Misc8 7.0 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS PROJECTI❑N 12. The roof panels shall have a slope between 0.25"and 1" per foot. TRIB WIDTH 13. All steel shall be galvanized ASTM A-653 G90,A123 G45 or A153 B-3, painted ASTM A755 or use an approved 1 �� 1 ; I- TRIB WIDTH ----1 TRIBUTARY WIDTH -- coating complying with IBC section 2203.2. Paint inside of all embedded posts from the bottom to 12"above grade. r Revisions \ Where aluminum is in contact with dissimilar metals (other than stainless, aluminized or galvanized steel)or absorbent {} building materials, likely to be continuously or intermittently wet, the faying surfaces shall be painted or otherwise iOVERHANG -- -' seperated in accordance with the Aluminum Design Manual Section M.7. ` 14. Wind velocity and Ground Snow/Live load are identified in all of the relevant tables. Roof snow loads have been determined in accordance with ASCE7-10 Section 7.3. Ct=1.2, I = 1.0, Ce=1.0 (All exposures except B and C when located tight among conifers) l EXISTING Ground Snow LoadApplied Roof Load ♦ r^i STRUCTURE 10 psf 10 psf LIVE OR GROUND SNOW �✓ 20 psf 20 psf LIVE OR GROUND SNOW PROJECTION 25 psf 21 psf DESIGN ROOF SNOW LOAD 0 ID 30 psf 25.2 psf DESIGN ROOF SNOW LOAD rTh 35.7 psf 30.0 psf DESIGN ROOF SNOW LOAD � ~ < TRIBUTARY TRIB WIDTH ---� TRIBUTARY WIDTH 42 psf 35.3 psf DESIGN ROOF SNOW LOAD `� u} WIDTH 50 psf 42.0 psf DESIGN ROOF SNOW LOAD LIJr, A 3 DIAGRAM 60 psf 50.4 psf DESIGN ROOF SNOW LOAD c_ aJ WIND SPEEDS IN THE 2015 IBC ARE"ULTIMATE DESIGN WIND SPEED." ALL STRUCTURES DESCRIBED IN THIS ry+, Z, REPORT ARE DESIGNED USING PRESSURES CALCULATED FROM "ULTIMATE DESIGN WIND SPEEDS" FOR ii•�.•.• RISK CATEGORY II. FOR ATTACHED STRUCTURES THE MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING D s'i STRUCTURE IS 30'. Kzt WAS ASSUMED AS 1.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRING A I HIGHER Kzt VALUE (ISOLATED HILLS, RIDGES, ESCARPMENTS)WILL REQUIRE HIGHER WIND LOADS AS z z r o General Notes PER ASCE7-10 SECTION 26.8 AND ARE OUTSIDE THE SCOPE OF THIS REPORT. a 1 - z 1. Structural design per the 2015 International Building Code basic load combinations described in NOTE: EXPOSURE B: SHALL APPLY WHEN THE GROUND SURFACE ROUGHNESS CATEGORY B (URBAN AND LUill j o to Section 1605.3.1 and no increases are permitted for resisting wind or seismic forces. Aluminum SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN W/NUMEROUS CLOSELY SPACED gm, ce in wR design in accordance with the 2015 edition of the Aluminum Associations's specifications and OBSTRUCTIONS HAVING THE SIZE OF A SINGLE FAMILY DWELLING OR LARGER) PREVAILS IN THE UPWIND ivj o 0 0 Chapter 20 of the IBC. Patio Covers as defined in IBC Appendix I shall be used only for DIRECTION FOR A DISTANCE OF AT LEAST 1500 FTu-ur_ recreational, outdoor living purposes and not as carports, garages, storage rooms or habitable •. l rooms. Commercial Covers may be used for these purposes. Carports must have at least two EXPOSURE C: SHALL APPLY WHEN EXPOSURE B AND D (SMOOTH MUD FLATS, SALT FLATS, UNBROKEN ICE opens sides and have floor surfaces made of approved noncombustible material or asphalt. AND OTHER) DO NOT. 2.At least one horizontal dimension (projection or width)of cover shall be less than 30'. SEISMIC LOADING: 3. Concrete will meet the durability requirements of ACI-318-14 and have a minimum compressive MAXIMUM Ss = 150% SHOWN IN 2015 IBC FIGURE 1613.3.1(1) / strength (fc)of 2500 psi. Patio structures may be attached to concrete slab without footings >150o tiat.DNZ/4 Fs when the post load is 750 lbf or less and the frost depth is zero. Concrete shall be set back a Ss NOT APPLICABLE ARE NOT REQUIRED S PER ASCE7-10 12.8.1.3 S1 NOT TO THESE STRUCTURES 't ;, 3 d� minimum of 4"from edge or expansion joint of a slab. Posts attached on slab will conform to SITE CLASS = D �� li,1r��� Details LA35, MU100 or MU102. BASIC SEISMIC FORCE RESISTNG SYSTEM ' ' :$"ilk 4. Each application shall show a complete plot plan of the property and buildings. Circle the post POSTS EMBEDDED INTO FOOTINGS = ORDINARY STEEL MOMENT FRAME >> R=1.25 spacing, span, etc., in the tables that fit that particular job. POSTS SURFACE MOUNTED = GENERIC SYSTEM » R= 1.25 5. Each installation shall bear an identifying decal giving the name and address of mfgr., live or ANALYSIS PROCEDURE= EQUIVALENT LATERAL FORCE PROCEDURE a-: • snow load, design wind speed and exposure and ICC ESR number. These roofs are not subject to maintainance workers and have not been evaluated for a 300 lbf concentrated load. t; `° 6. Light gauge steel shall be per ASTM A653 unless otherwise specified. Grade will be specified Maximum mean roof height of existing structure for attached units is 30'. under individual details. Thickness is bare steel. Negative thickness tolerance is-5%. !-UY 15. The width of single span attached solid cover structures must be at least 100%of the projection. 7.Alternate alum. alloys may be substituted for those specified provided they are referenced in the 16. Multiple span units are allowed. I 2015 ADM with equal or greater guaranteed minimum properties (Ftu, Fty, Fcy and E). EXPIRES: '1 EC 3 2020 17.All structures must comply with one of the following: I Thickness indicated is bare metal and negative tolerance must comply with ANSI H35.2. 3004 a. All structures with a roof snow load of 30 psf or less may be built in Seismic Design Category(SDC) DEC 27 2018 H24 may be subsituted for 3004 H34. o A-D up to the maximum Ss noted in General Note#14. 8. Lag screws shall be placed in holes prebored 70%diam. For concrete block construction, place • b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1 Exception#1 Carl Putnam, P.E. masonry anchors as per the installation instructions. do not require additional seismic analysis. [3441 IVYLINK PLACE 9. Drainage which otherwise would go over a public sidewalk shall be collected and diverted under LYNCHBURG, VA 24503 sidewalk. c. Structures not complying with (a) or(b) must have constrained footings and are limited by the Ss CARLPUTNAMeCOMCAST.NET shown in Sections 2.0 or 5.0. 10. Structures may not be enclosed unless additional engineering is provided or by approval of the 18. All aluminum and steel solid panels are class A fire rated as indicated in IBC Section 1505.2 Exception#2. local building authority. 19. All screws are self drilling (SDS)or sheet metal (SMS)and in conformance with ICC ESRs 1271, 1408, 1976. 2196, Drawn By CMP 11.A geotechnical investigation is not necessary unless required by 1803.2 of the 2012 IBC. Soil is 3006, 3215, 3223, 3294, 3332, 3528, 3558, or equivalent and use head diameters equal to#8=16", #10=i",#12=B"and Cheek By assumed to be Class 5 of Table 1806.2 of the 2015 IBC. Bearing 1500 psf vert., 100 psf/ft. horiz and doubled as per 1806.3.4. These design values do not apply to mud, organic silts, organic #14= "or steel washers with similar diameters. All bolts are ASTM A307. All wood screws must comply with CMP ANSI/ASME Standard B18.6.1 and AWC NDS-2015 11.1.5. All lag screws must comply with ANSI/ASME B18.2.1 and clays, peat or unprepared fills and may require further soil investigation. The building official may Date assign a load bearing capacity. Units in a snow load area of 25 psf or less may be built on 1000 AWC NDS 11.1.4. All washers are ASTM F844 w/Dimensions complying with ASME B18.22.1 Type A. Steel nuts to Fi'enam4USAGNOI.DWG psf bearing soil w/o additional engineering. Minimum footing depth is the local frost depth. be ASTM A563. The minimum washer diameter for bolted connections is 1". All fasteners will have a minimum edge tea,, Peqe distanc of 2x the fastener diameter. Four Seasons ICC ESR 1953(2015 IBC) 1/26/2017 Page 1 of 981.}} 114\ 20.Header splice shall not be located nearer to the end of the structure than the first interior post. 21.Wood used in connections shall be protected from weather as per IBC Section 1403.2 and/or 1503, whichever is more stringent. 22.Sliding snow is beyond the scope of this report. Drifting snow is covered under Detail M2. 23. All multispan tables assume equal spans within 20%. All specifications must be based on the longest actual span. 24. When a single span attached unit is attached to a wooden deck, the maximum dead load + live/snow load from the patio cover is 750 lbs and the post spacing shall not exceed that specified for attaching to a concrete slab. The maximum connection uplift load is 1162 lbs for 115 mph wind speed Exposure C. Connections are for maximum patio roof heights of 12'above grade. The existing deck structure must be adequate to sustain these additional loads. The structurakl adequacy of the deck to safely sustain these additional loads will require aproval by the loacal building authority or additional engineering. See Detail Ml. Construction outside of these parameters may require additional engineering. 25. This entire engineering package will not be required for most building permits. Submission for a building permit must include: a. GENERAL NOTES (MUSAGN01.DWG) b. STRUCTURAL CONFIGURATIONS (LATO1 or MUSA01) c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES (FOR SOLID COVERS)OR BOTH (FOR COMBINATION STRUCTURES) d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOADS. e.ALL APPROPRIATE DETAILS f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. 26. Sheet M6 provides information to determine the load that will be resisted by the existing structure. - 11"04 Op . � 6 , t2 ` �FFgs ►, :�- � - c�N3 • 1; 200 XPIRE .I DEC 31 2020 DEC 27 2018 Four Seasons ICC ESR 1953(2015 IBC) 1/26/2017 Page 2 of 98 MUSAGNO1b,DWG ROLL FORMED OR LAMINATED SANDWICH PANEL FASCIA, ALUMINUM ROLL FORMED ❑R LAMINATED �r Revisions ,\ I BEAM ❑R OTHER ��� SANDWICH PANEL STRUCTURAL HEADER .40144t: \ ` J I BEAM ❑R OTHER STRUCTURAL HEADER 4. ,� MULTISPAN --�_ ' FREESTANDING UNIT Z MIN 3,5' CONCRETE ;•• . : ',,..• : : SLAB REQUIRED F❑R , : .. .. , ,_ .•a: % CONSTRAINED FOOTINGS • .� , <,-,; • 4 .. . ,s,.:;.:: • • �, . POST ` �� f o FREESTANDING SINGLE SPAN COVER CIRCULAR FOOTING 1 .1• I �- z o DETAIL MU108 �� o z r ... vow i /--• POST I Q Y M wwE2 L .1 ;4� CUBIC F❑❑TING v: / �' �' .�':' DETAIL MU108 ,•.`:. ...•• -- ;-:` o 0 0('' i L�lf)2� - WIDTH MUST BE AT LEAST d d ALL HEADERS MAY ALL PANELS iooi ❑F PR❑JECTI❑N FOR OVERHANG 25% ❑F MAY OVERHANG SINGLE SPAN ATTACHED POST SPACING :::_ STRUCTURES WIDTH LEDGER BOARD 25% OF THEIR �• ;y , :• . _� / CLEARSPAN }: :. : CUBIC F❑❑TING .' '''• DETAIL MU108 0,25' PER 12' •• �< a53‘ /•F 9 sci'j0y MINIMUM SLOPE ��i MULTIPLE SPAN ., 7'zt. "80PE HEADERS ARE ALLOWED / / / / EGON . '4°‘tr 31 441 PATI❑ COVERS ARE LIMITED T❑ 12' HEIGHT .41tEXP'PES: P 41 2020 COMMERCIAL COVERS PROJECTION . AND CARPORTS ARE D C 2 018 LIMITED TO 15' HEIGHT .•.- . N 9 Carl Putnam, P.E. - 1/4;; r3441 IVYLINK PLACE �:<>;;;:,>!-- : � ;y : . � rati • . LYNCHBURG, VA 24503 :•j . CUBIC FOOTING 1 1MNET ,'`•;,.:;. L �- . DETAIL MU108 Ofiill d .; /n,a.,, er 1 pl \,a..' ;� :.... . CMP ATTACHED SINGLE SPAN COVER * . �.� . MAY BE MULTISPAN Check By CMP SINGLE SPAN \\'' ' .: Dote I.., `; FREESTANDING UNIT ;; : .-. .. ••' SURFACE MOUNT OR "• MIN 3.5' CONCRETE MUSA01a.ING � ••• �•, . Filename EMBEDDED ATTACHMENT :'.'; ;' � SLAB REQUIRED Scab Page FOR CONSTRAINED i Four Seasons ICC ESR 1953(2015 IBC) 1/26/2017 Page 33 of 98 FOOTINGS I- , 2,5" PANELS AND FASCIA \ \ SEE DETAIL MU13 SEE DETAIL MU13• Revisions 1 2,5' T 2.5' 0 2,5"X6' FLAT PANEL 2.5"x8' FLAT PANEL 3004H34 3004H34 ALUMINUM 0 D 24' f 12 f '' SEE DETAIL MU13 SEE DETAIL MU13 2.5' . i'e -•� 2,5 �^ 1 U..1L .F U} Q 0 24' TRI STAR PANEL 3004H34 2.5"X12' TWIN VEE PANEL re z 3004H34 ALUMINUM 0_ i ASTM A-653 GRADE 40 STEEL zz Q � RI o SEE TABLE 4.19 -i—it N SEE TABLE 4.19 ROOF PANEL �..�/ -- M -o � Z¢} r— EI "ro Li u.., D r Z - 1r...a (/l LJ I LI— QI—Y(h1 ow C'5>DLne ce o II ® L_ill 2v —2.50 dl 1---3,4--I �3,3--,� i 6' RF FASCIAvt, ' EXTRUDED FASCIA 3004H34 ALUMINUM `t 6061 T6 6' ALLMET EXTRUDED FASCIA 1 6063 T6 API'Ny Q '.80P. r *8 SMS e3. 0/C SEE DETAIL MU13 SEE TABLE I 12 4.19 0.075 0.075 "EGONob 6' 1 4 1 5,1 6.1 6.1 14i$th„_ 31 20 ,,„ 2'x6' FLAT PANEL ® , P. 3004H34 ALUM #14 SMS W/ PLASTIC (1) EXPI'ES: DEC 31 2020 ROOFING WASHER INTO HEADER 4'x12' VEE PANEL 3004H34 ALUMINUM 1... 3",, — \\,/ ,___I ® �--• 7----I DEC 27 2018 0.375' 3' ASTM A-653 GRADE 40 STEEL 5' MAGNUM GUTTER 6' MAGNUM GUTTER 6' SMOOTH GUTTER 6063T6 ALUM 6063T6 ALUM 6063T6 ALUM Cart Putnam, P.E. • 7 •0.060'" ,1' .' 3441 IVYLINK PLACE 1.5 PCF FOAM LYNCHBURG, VA 24503 #8 SMS e3' 0/C CARLPUTNAM2COMCAST,NET Jf%, • a, © 24 OPTIONAL FAN WESTERN PANELS ALUM BEAM 6063T6 0,024' or 0.032' AND FASCIA /Drawn By FULL LENGTH OF PANEL 3105H14 ALUMINUM 3' CMP ALUMINUM SANDWICH PANEL AS PER ICC ESR 2229 I ask USE OF FOAM CORE SANDWICH PANELS WILL REQUIRE THE USE 1 CMP By OF A REGISTERED DESIGN PR❑FESSI❑NAL TO COMPLY WITH 3"X24' PANEL EXISTING ICC ESR 3004H34 ALUMINUM FilenameMUSAO3,DWG ASTM A-653 GRADE 40 STEEL �s`a'a NTS Paya / J/ Four Seasons ICC ESR 1953(2015 IBC) 1/26/2017 Page 36 of 98 , , :, c Revisions DOUBLE 3x8 OR 2x6.5 l ALUMINUM HEADER II ®1► •14 SM SCREWS USE EIGHT #14 SMS FOR: � (8 PLcs) 160 MPH EXP B ON SLAB ri l140 MPH EXP B ON SLABU"7(" " 14 SM SCREWS 8 PLCSII- -3 x8 BEAM # ( S) TYP SPACING •= 24" o/c USE TEN #14 SMS FOR: SII z )L OD i/ / 0.024 SIDEPLATES MAX UPLIFT FOOTING 180 MPH EXP B ON SLAB �, IS d=26" or 120 mph Exp B on slab I {, '� N II Y, 150 MPH EXP C ON SLAB , I 0.032"x3"x3" w/ 0.032" SIDEPLATES MAX UPLIFT FOOTING 34" UPLIFT FOOTING I;C o >- P ssTd= wo. 8 IS d=29" or 140 mph Exp B/120 MPH Exp C on slab El) 0.043" STEEL POST OR STRONGER crZ 2g,_ 5 NI- 2"X6.5" -1 Lnw �M1 SIDEPLATE _I m N _`^) z z r DOUBLE OR SINGLE 3"X8" STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND NON–SPLICE 1..1.: - (9 w Z i" BOLTS OR ATTACHMENT a --'Y # Cl) o OR 14 SMS t. Pi,T, m SEE TEXT FOR QTY SINGLE 14 AND 16 GAUGE HEADERS USE FOUR i" BOLTS �i'.R 'i.� I D O �v w.asyi 0 ., o_ / 1" MIN MAXIMUM UPLIFT F❑❑TING REQUIREMENTS new "v0 v tip RO r. F iiUSE 4 BOLTS/SCREWS FOR d=33' r �� �,- 9`rCi 011 USE 6 BOLTS/SCREWS FOR d=39' kS MIN USE 8 BOLTS/SCREWS FOR d=43' OFRFG96F,o ,moi580PE�— USE 10 BOLTS/SCREWS FOR d=46' rssroN; E,0 ,' Iv i USE 12 BOLTS/SCREWS FOR d=49' e, Rill USE 14 BOLTS/SCREWS FOR d=52' 'GON . C G< 31 ���� ALL C BEAMS USING TWICE THE "ON SLAB" SPACING REQUIRE FOUR 4" BOLTS/,..CREWS �. ki ALU t=0.120" ALL C BEAMS USING FOUR TIMES THE "ON SLAB" SPACING REQUIRE SIX 4" BO.TS/SCR:W$ OR STEEL POST ALL C BEAMS USING FIVE TIMES THE "ON SLAB" SPACING REQUIRE EIGHT 4" - •fes ., 1,2018 BOLTS/SCREWS 3" POST MU .�GENs$6 116 / • / .• SEE TABLE 7.3 FOR NUMBER OF FASTENER Detail MU82 or MU•:4 P-' 214 #14x3/4" SHEET METAL #14 SMS USE COLUMN A OR SELF DRILLING SCREWS 36" BOLTS USE COLUMN B POST ATTACHMENT D. TAI TO o SEE TABLE FOR QUANTITY �r .,� I�I. SLAB OR FOOTING SINe ' SPAN 4 F •' Fall 017 ATTACHED UNITS ONLY R �'�iTN 3X8 STEEL C HEADER Number of#14 SMS or SDS i�1' Carl Putnam, P. E. Header 2 4 6 8 10 3441 IVYLINK PLACE 16 GA 22" 28" 32" 35" 37" a a ' a a • IIIIIIIKIIIIIIIIIIIZ LYNCHBURG, VA 24503 12 and 14 GA 24" 30" 34" 37" n/a �CARLPUTNAM®COMCAST.NET 7i,: ,i, Cubic Footing Size"d" (in) :l is DETAIL MU80 OR MU82 TWO STAINLESS STEEL a' OR GALVANIZED i' HILTI KWIK BOLT TZ (ICC ESR Rr,„ B,, 1 ALUM W/t=0.120 -I I-� 1917) W/ 2' EMBEDMENT CMP OR STEEL POST W/ 3/4'0 WASHERS FOR FOOTINGS UP TO d = 26' Cheri`By CMP SE EIGHT #14 SMS OR SDS ATTACHMENT TO 4' CONCRETE SLAB oat. MU FOR 10 PSF LIVE LOADS 115 TWO ANCHORS UP TO 140 MPH EXP B OR 120 MPH EXP C Fllename MUSA09.DwG FOR 20 PSF LIVE LOADS AND HIGHER Scab. Page i Four Seasons ICC ESR 1953(2015 IBC) 1/26/2017 TWO APage 7b 8 FOR WINDS UP TO UP TO 160 MPH EXP C J . (--- --g_F-- II 5.683 0,059' (16 GA) 5.683 / Revisions —0.070' (14 GA) � —� /7_______i_0.105' (12 GA) O O O O o O 00 2.3750 0 / cn 8.000 ---—0.042' 6.500 0.024' 7.875 ! 0 O O 0 0.032' 0.040' MUST BE ENCLOSED —� �— " L ERAMU7OR I 0,090+ O _____1_ T_ LATERALLY BRACED in Li':; -1--- t.411.1 ---- O 0.125 i n CO STANDARD BRACKET ® 1.975 0.773 FOR CLOVERLEAF POSTS �.�► /`"� 11 --3,000— 2'X6 1/2' HEADER —2.500 6063 T6 ALUMINUM HEAVY D.TY BRACKET I--3,000—I • 3004 H34 FOR CLOV RLEAF POSTS r 0.042 x3'X8 HEADER/RAFTER ® ® STEEL C BEAM ASTM Fy = 36 KSI 3004 H34 A653 GRADE 50 ASTM A123 675 r � A 5.683 I *+r i C o'_ J --i 1.500 1 I 5.683 i . ' Z 0.060--- O N ALUM BRACKET I _ .-, ....--j' ��� ai FOR 3' SQUARE _ I POSTS 6063T6 in n —� 0.090] I I I v)zro 8.250 1 z ocvs- v)w .. 1 BRACKETS FOR 1.5' SQ TWIN POSTS 0,090---- aii ¢ CO 6063 T6 ALUMINUM 0.090 > inli , tnfl..� 01/40 FOUR HOLES FOR � �l�n fl) 0.300 1/4' BOLTS STANDARD BRACKET H2.308---I I--2.375— 6063 T I ALL BRACKET OR 3 T SQUARE6 ALUMINUM 3,344 —2.702— o DIMENSIONS �` ---0.090 r ----0,090 EXCEPT THICKNESS 0.135 ni ARE APPROXIMATE I TWO HOLES FOR - - —--0.125 / `�,j ___ 'U' BRACKET 3/8' BOLTS N �. SAjyOFFS, 'U'49 BRACKET 3.5'X3' I BEAM P❑ BRACKETe CO 6 —0,188" �� fi `r/ FOR 3' SQUARE POSTS V. FOR CLOVERLEAF POSTS ALUM 6063-T. j 5,875 C F'9 O 6063 T6 ALUMINUM 6063 T6 ALUMINUM Nr-- 1 —I �w f11111 I 80PE 028' 71-5.875' � 6.875'-1 R0.1400 0.032 _ i i ON 0,062 0 0.032' ALUM { ALUM HEAVY DUTY BRACKET (6063T6) 0125' ALUM 'H' \j y • o x,040ALUM o o FOR 3' AND 4' SQUARE POSTS .-� BRACKET 6063-T6 r' 0.043' STEEL. in in �cs�© E"IRE DEC 31 20 3' LOCKSEAM POST Ca1,5' SQ TWIN POST 01.5' SQ TWIN POST e A-653 GRADE 40 STEEL t1'1 '104 H34 ALUMINUM Wii. 6063T6 ALUMINUM DEC 27 2018 3004 H34 ALUMINUM s. 0.024'X3'X3' Cart Putnam, P. E. SQUARE POST 3441 IVYLINK PLACE LYNCHBURG, VA 24503 f 3/16' or 1_____3.___-1 -- 1--3.000 #14 SMS @ 24' 0/C TYPICAL CARLPUTNAM2COMCAST,NET 1/4' 0.055 I ---- 1-- SEE MU112 111111 3, N t�f /Prawn CMP —3', 4' OR 5'—I F t 0.024'X2')(6.5' check By an4' OR 5' ASTM A500 1- - --I1 ALUM SIDEPLATE CMP !KJ GRADE A STEEL POSTS glii FLUTED a 3'x3' ALUM POST Date EE GEN NOTE #13 FOR MY ALUMINUM POST 601 SQUARE POSTS t= 0.024' 3004 H34 03' POST WITH Filename Cg'RS❑SIDN PROTECTION 6061 T6 ALU .;,6063-T6 t= 0.120' SIDEPLATES MUSA06.DWG \ Scab NTS Page ; / \ Four Seasons ICC ESR 1953(2015 IBC) 1/26/2017 Page 39 of 98 SEE TABLE 4.20 ( 3,287 RF OR EXTRUDED FASCIA low SEE TABLE 4,20 Revisions 0.105 C) EIGHT #14 SMS OR THREE I. BOLTS W/ 1' WASHERS / MAX WIND LOAD IS 115 MPH ro oco crs EXPOSURE B ROOF PAN _ — 0.070 111 �. s 1 r .Ii- -il. o 11 ��H TWO 3/8' BOLTS �(�m. 0 1.5' W/ 1' STEEL WASHER /''� - --.111111111111111111111= MAXIMUM FOOTING ^�aJ - 3.062 .1 EIGHT #14 SMS/SDS Th. EIGHT #8 SMS I BEAM SIZE FOR THIS �" 0.032')(1,5'X1.5' OR DETAIL IS d=36' </tom ) 3' ALUM (t=0.040' 0.060'X1.5')(1.5' � , !i F- 2. MINIMUM) OR STEEL ALUM TWIN POST 1��#[4i n} A 6' DR 9' 1 EIGHT #14 SMS t p 2 I�'}t� SAMSON BEAM • (ALUM, 6063-T6) - z nil iiia �' �o a� �' OR �'0 GALVANIZED OR DETAIL MU81 ""�u°,. ,e���uri STAINLESS STEEL ANCHOR (ICC �� Z r o ESR 1917) W/ 2' EMBED AND 1' s�% !I�°• °rAi STEEL POST ❑RU. `�'' p Z WASHER OR EQUIVALENT ilillimL HEAVY DUTY BRACKET - t=0.120' 6063T6 (.11L2 Y I EIGHT #8 SMS �„�1 4 o ALUM OR STEEL ALUMINUM POST o 625' FASCIA OR 4' I BEAM L� �L. u,Pa I I Mu ALUM, ALLOY 6061 T-6 0 0 0 101 I-BEAM WITH BRACKET LA-u,I., :2', 5' _ / -Y-. POST CONNECTIONS AND SCROLL POST DETAIL ^0 = SINGLE SPAN ATTACHED UNITS ONLY �� I'll '=-- F,----F ------7- - I' MAXIMUM FOOTING SIZE IS d=25' 1 ,/ SEE TABLE 4.20 TFOUR BOLTS TS uroa•z4rrnc" � �R OFFcS 3' POST ■° ■I s,\ f� F9 p2 lirFOUR � STEEL BOLTS QF A FOR 10' I BEAMS FOUR i' STEEL BOLTS it\,F❑R ALL OTHER I BEAMS ALUMINUM BRACKET DETAIL SEE TABLE 4,19 ❑R 4.20EIGHT #14 SMS OR SDS FOR IL::1,:::: •d=25' TOP OR BOTTOM III MU82 OR U BRACKET MU84 - 2 CONNECTION ---'\`4•411,404 `� �\`�II' F❑UR 1/4' B❑LTS w/ 2' MIN iI�' �, ,.� DT0.050'X5/8' STEEL WASHERSIP �� — n II pi 3.5'X3' I _ EXPIRE : DEC 31 2020 - I ( BEAM BRACKET ' "fl II ::� DEC 27 2018 i``- FOUR 3/8' BOLTSLil n I� „�I' J Carl Putnam, P.E. a' STAINLESS OR �'0 GALVANIZED STEEL ANCHOR (ICC ESR 1917) !Ilio illll m°l ii 3441 IVYLINK PLACE W/ 2' EMBED AND 1' WASHER FOR FOOTINGS UP TO 25' �� �� 0.040'x3"x3" LOCKSEAM LYNCHBURG, VA 24503 luui Iiul um nuI! DETAIL MU89 CUT PORTION OF CARLPUTNAM2COMCAST.NET ATTACHMENT TO 4' CONCRETE SLAB FOR 10 PSF LIVE LOADS MAX F❑❑TING SIZE BOTTOM FLANGE TWO ANCHORS FOR UP TO 140 MPH EXP B OR 120 MPH EXP C * CI) d = 32• AT POST FOR 20 PSF LIVE LOADS AND HIGHER �D/aen By TWO ANCHORS FOR WINDS UP TO 140 MPH EXP C CMP l I Check By STEEL POST DETAIL MU93 CMP CONNECTION OF 3' POSTS TO FASCIA OR 4' I BEAM AND SLAB/F❑❑TING �� I—BEAM CONNECTION ALUM POST DETAIL MU50 Dots SINGLE SPAN ATTACHED UNITS ONLY OR MU96 Filename MUSA07.DWG �scale NTS Pogo /� Four Seasons ICC ESR 1953(2015 IBC) 1/26/2017 Page 40 of 98 SECTION 4.0 SOLID COVER INSTRUCTIONS AND POST TABLES Table 4.2 ,��til o PR pos Post Description Max POST 4 1` Hgt Type Detail GENERAL INSTRUCTIONS FOR THESE TABLES Twin 0.032"x1.5"x1.5"Scroll 8' A MU100 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE .I,OP Twin 0.062"x1.5"x1.5"Scroll 10' B MU100 2. CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT 0.024"x3"x3"Post w/Sideplates 11' C MU112 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE Alum 0.032"x3"x3"Lockseam 10' D MU89 (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS USE 20 PSF MIN) A• .i.,,,, / Alum 0.040"x3"x3"Lockseam 10' E MU89 flp3 11 o 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Mk/kit 2 Alum 0.055"x3"x3"Fluted 11' F MU95 c-.,,,,,_ V)1 iX3 ADEQUATE CLEARSPAN FOR YOUR NEEDS. DEC 27 2018 Alum 0.075"x3"x3"Square 12' G MU49 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 4.1 OR CALCULATE Magnum 0.062"x3x3 11' H MU51 FROM TRIBUTARY DIAGRAM ON GENERAL NOTES PAGE TABLE4.1 TRIBUTARY WIDTHS FOR SIN e. •TTACH= T Ute' S Steel 0.043"x3"x3"Lockseam 11' I MU89 6. LOCATE HEADER TABLE IN SECTION 5.0 W/CORRECT PARAMETERS OVER- PROJECTION OF SINGLE SPAN. - .1RTT)` 120 Alum 0.120"x3"x3"Square 10' J MU96 a. GROUND SNOW LOAD,SEE GEN NOTE#14 HANG 6' 7' 8' 9' 10' 11' 12' 13' • 15' 16' 17' 18' 19' 20' 21' 22' Alum 0.120"x4"x4"Square 14' K MU50 b. LIVE LOAD,SEE#3 ABOVE 0' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 3/16"x3"x3"Steel Square 12' L MU93 c. WIND SPEED,SEE GEN NOTE#13 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 3/16"x4"x4"Steel Square 15' M1 MU93 d. EXPOSURE,SEE GEN NOTE#14 2' n/a n/a n/a 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 3/16"x4"x4"Steel Square 12' M2 MU93 e. SEISMIC,SEE GEN NOTE#14 3' n/a n/a n/a n/a n/a n/a n/a 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 3/16"x5"x5"Steel Square 15' N1 MU93 f. ATTACHED OR FREESTANDING 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 10.5' 11' 11.5' 12' 12.5' 13' 3/16"x5"x5"Steel Square 12' N2 MU93 g. a-e ARE SET BY YOUR LOCAL BUILDING AUTHORITY 5' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Na n/a n/a n/a n/a 13' 13.5' 3/16"x6"x6"Steel Square 15' 0 MU93 7. CHOOSE A HEADER FROM TABLES IN SECTION 5.0 THAT HAS ADEQUATE POST SPACING 8. DETERMINE FOOTING SIZE TABLE 4.3 USE THE UPLIFT FOOTING IF BOTH OF THESE CONDITIONS ARE MET Uplift Constrained d(in) a.STRUCTURE IS ATTACHED TO AN EXISTING STRUCTURE d(in) 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 b.PROJECTION IS EQUAL OR SHORTER THAN THE WIDTH(SEE SHEET SCO1) 14 11111111 J J 1 K K K K L L L M1 M1 M1 M1 M1 M1 N1 Ni N1 N1 Ni 0 0 0 0 0 c.GO TO#9a 15 I I I IIII I J J J K K K K L L L M1 M1 M1 M1 M1 M1 N1 N1 N1 N1 N1 0 0 0 0 0 16 II I III I I 1 J J K K K K L L L M1 M1 M1 M1 M1 M1 Ni N1 N1 N1 Ni 0 0 0 0 0 IF EITHER a OR b ARE NOT TRUE THEN: 17 I I I I I I I I JJJKKKK L L L M1 M1 M1 M1 M1 M1 N1 N1 N1 N1 N1 0 0 0 0 0 a.CHOOSE CONSTRAINED FOOTING SIZE BASED ON THE 3 CHOICES OF POST HEIGHT 18 I I I I I I I I J J 1 KKKK L L L M1 M1 M1 M1 M1 M1 N1 N1 N1 N1 N1 0 0 0 0 0 b.USE THE LARGER OF THE UPLIFT OR CONSTRAINED FOOTING SIZE 19 I I I I I I I I 1 J JKKKK L L L M1 M1 Mi M1 M1 M1 N1 N1 N1 N1 N1 0 0 0 0 0 c.CONSTRAINED FOOTINGS MUST USE DETAIL MU108 OR M5 20 I I I I II I I J J J KKKK L L L M1 M1 M1 M1 M1 M1 N1 N1 N1 N1 N1 0 0 0 0 0 d.GO TO 9b 21 I I I I III I J J J K K K K L L L M1 M1 M1 M1 M1 M1 N1 N1 N1 N1 N1 0 0 0 0 0 9. DETERMINE POST TYPE 22 I I I I I I I I JJJKKKK L L L M1 M1 M1 M1 M1 M1 N1 Ni N1 N1 N1 0 0 0 0 0 a. IF BOTH 8a AND 8b ARE TRUE THEN USE POST SHOWN IN TABLE UNDER"MIN POST TYPE" 23 I I I I I I I I JJJKKKK LL L M1 M1 M1 M1 M1 M1 Ni N1 N1 N1 N1 0 0 0 0 0 - CROSS REFERENCE LETTER CODE W/TABLE 4.2 24 I I I I I I I I J J JKKKK L L L M1 M1 M1 M1 M1 M1 N1 N1 N1 N1 N1 0 0 0 0 0 IF THIS POST'S MAX HEIGHT IS TOO SHORT,UPGRADE THE POST. 25 I I I I II I 1 JJJKKK LL L L M1 M1 M1 M1 M1 M1 N1 Ni N1 N1 N1 0 0 0 0 0 26 I I I I I I I J J JKK KK L L L L M1 M1 M1 M1 M1 M1 N1 N1 N1 N1 N1 0 0 0 0 0 b. IF EITHER 8a OR 8b ARE NOT TRUE THEN: 27 I I I I I I I 1 1 J K K K K L L L M1 M1 M1 M1 M1 M1 M1 N1 N1 N1 N1 Ni 0 0 0 0 n/a DETERMINE POST TYPE FROM CROSS REFERENCING THE UPLIFT FOOTING AND 28 I I I I I I I J J J K K K K L L L Mi M1 M1 M1 M1 M1 M1 N1 Ni Ni N1 N1 0 0 0 0 n/a CONSTRAINED FOOTING ON TABLE 4.3 29 I I I I I I I J J J K K K K L L L M1 M1 M1 M1 M1 M1 M1 N1 N1 N1 N1 N1 0 0 0 0 example#1: A 40"UPLIFT FOOTING ANDA 20"CONSTRAINED FOOTING 30 I I I I I I 1 1 J J K K K K L L L M1 M1 Mi M1 M1 Mi M1 N1 N1 N1 N1 N1 0 0 0 0 ARE REQUIRED. POST TYPE"J"IS REQUIRED. TABLE 4.2 SHOWS POST TYPE 31 I I I I I I J J J J K K K K L L L M1 M1 M1 M1 M1 M1 M2 N1 N1 N1 N1 Ni 0 0 0 0 "J"TO BE A 0.120"X3"X3"ALUM POST WITH A MAX HEIGHT OF 10'. 32 I I I I I I 1 1 J J K K K K L L L M1 M1 M1 M1 M1 M1 M2 N1 N1 N1 N1 N1 0 0 0 0 example#2: A 20"UPLIFT FOOTING AND A 40"CONSTRAINED FOOTING 33 I I I I I I 1 J 1 K K K K L L L L M1 M1 M1 M1 M1 M1 M2 N1 Ni N1 N1 N1 0 0 0 0 ARE REQUIRED. POST TYPE"Ni"IS REQUIRED. TABLE 4.2 SHOWS POST TYPE 34 I I I I I J J J J K K K K L L L M1 M1 M1 M1 M1 M1 M1 M2 N1 N1 N1 N1 Ni 0 0 0 0 "Ni"TO BE A 3/16"XS"X5"STEEL POST WITH A MAX HEIGHT OF 15'. 35 I I I I I J J J J K K K K L L L M1 M1 M1 M1 M1 M1 M1 N1 N1 N1 N1 N1 N1 0 0 0 0 10. IF STRUCTURE IS ATTACHED FIND THE 0/C SPACING OR#OF FASTENERS FOR ATTACHING TO 36 I I I I J J J J 1 K K K K L L L M1 M1 M1 M1 M1 M1 Ml N1 Ni N1 N1 N1 N1 0 0 0 0 WALL FROM TABLE 7.5 OR TABLE 7.7 37 I I I I J J J J K K K K L L L L Mi M1 M1 M1 M1 M1 M1 N1 N1 N1 Ni N1 N2 0 0 0 0 11. USE THE APPROPRIATE DETAILS(MU01 TO MU120) 38 I I I J J J J J K K K K L L L M1 M1 M1 M1 M1 M1 M1 M1 N1 N1 N1 N1 N1 N2 0 0 0 0 39 I I I J J J J J K K K K L L L M1 M1 M1 M1 M1 M1 M1 Mi N1 N1 N1 N1 N1 N2 0 0 0 0 FOR PATIO SLABS FOLLOW 1-7 FROM ABOVE THEN 40 I I J J 1 J 1 K K K K K L L L M1 M1 M1 M1 M1 Mi M1 M2 N1 N1 N1 N1 N1 N2 0 0 0 0 SLAB 7. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING 41 I J J J J J J K K K K L L L L M1 Mi M1 M1 M1 M1 M1 M2 N1 N1 N1 N1 Ni 0 0 0 0 0 SLAB 8. BOTH 8a AND 8b MUST BE TRUE 42 J 1 J J J J K K K K K L L L M1 M1 M1 M1 M1 M1 M1 M1 M2 N1 N1 N1 N1 N1 0 0 0 0 0 SLAB 9. FOLLOW 9a FROM ABOVE 43 1 J J J J J K K K K L L L L M1 M1 M1 M1 M1 M1 M1 M1 M2 N1 N1 N1 N1 N1 0 0 0 0 0 SLAB 10. FOLLOW 10 AND 11 FROM ABOVE 44 J J J J J K K K K K L L L M1 M1 M1 M1 M1 M1 M1 M1 M1 M2 N1 N1 N1 N1 N1 0 0 0 0 0 SLAB 11. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS 45 J J J J K K K K K K L L L M1 M1 M1 M1 M1 M1 M1 M1 M1 M2 N1 N1 N1 N1 Ni 0 0 0 0 0 INSTEAD OF SECTION 5.0 46 J J J J K K K K K L L L M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M2 N1 N1 N1 N1 N1 0 0 0 0 0 47 J J 1 K K K K K L L L L M1 M1 M1 M1 M1 M1 M1 M1 M1 M2 N1 N1 N1 N1 N1 N1 0 0 0 0 0 48 J K K K K K K K L L L M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M2 N1 N1 N1 Ni N1 N1 0 0 0 0 0 49 K K K K K K K L L L M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M2 N1 N1 N1 N1 N1 N2 0 0 0 0 n/a 50 K K K K K K L L L L M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M2 N1 N1 N1 N1 N1 N2 0 0 0 0 n/a 51 K K K K K L L L L M1 M1 M1 M1 M1 M1 M1 Mi M1 M1 M1 M2 M2 N1 N1 N1 N1 N1 N2 0 0 0 0 52 K K K L L L L M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M2 M2 N1 N1 N1 N1 N1 N2 0 0 0 0 Four Seasons ICC ESR 1953(2015 IBC) 1/26/2017 Page 44 of 98 . SOLID COVERS 4.0:WESTERN PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 4"x12"Western Vee Panel(Single Span) MU35 4"x12"Western Vee Panel(Multispan) MU35 3"x24"Western Panel(Single Span)MU39 3"x24"Western Panel(Multispan)MU39 Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C (psf) (in) 110 115 140 115 130 140 150 (psf) (in) 110 115 140 115 130 140 150 (psf) (in) 110 115 140 115 130 140 150 (psf) (in) 110 115 140 115 130 140 150 20 0.020 7'-1" 6'-9" 5'-7" 5'-9" 3'-7" 3'-3" 3'-1" 20 0.020 4'-2" 4'-0" 3'-6" 3'-6" 3'-3" 3'-0" 2'-9" 20 0.020 6'-6" 6'-5" 5-9" 5'-10" 5'-6" 3'-7" 3'-4" 20 0.020 6'-1" 5'-11" 5-6" 5-7" 5'-2" 4'-4" 4'-1" 0.024 11'-0" 10'-6" 7'-0" 7'-2" 6'-4" 5'-11" 5'-6" 0.025 6'-2" 6'-0" 5'-5" 5-7" 4'-5" 4'-1" 3'-10" 0.025 8'-2" 8'-1" 7'-3" 7'-4" 6'-11" 6'-5" 6'-0" 0.025 7'-8" 7-7" 7'-0" 7'-1" 6'-8" 6'-4" 6'-1" 0.032 14'-3" 13'-7" 11'-1" 11'-5" 8'-2" 7'-7" 7'-1" 0.032 8'-4" 8'-1" 7'-5" 7'-7" 7'-0" 6'-7" 6'-4" 0.032 11'-4" 11'-1" 9'-3" 10'-6" 8'-10" 8'-3" 7-8" 0.032 10'-0" 9'-9" 9'-1" 9'-3" 8'-7" 8'-3" 7'-10" 0.040 18'-0" 17'-2" 14'-0" 14'-5" 12'-9" 11'-9" 11'-0" 0.040 10'-9" 10'-6" 9'-8" 9'-10" 9'-2" 8'-8" 8'-3" 0.040 13'-10" 13'-7" 12'-7" 12'-10" 12'-0" 11'-6" 11'-1" 0.040 12'-3" 12'-0" 11'-2" 11'-4" 10'-7" 10'-2" 9'-9" Steel 0.018 13'-0" 12'-6" 10'-10" 11'-2" 7'-10" 7'-2" 6'-5" Steel 0.018 10'-5" 10'-2" 9'-2" 9'-5" 8'-7" 8'-0" 7'-6" Steel 0.018 11'-3" 11'-0" 9'-3" 10'-5" 8'-9" 8'-4" 7'-11" Steel 0.018 10'-1" 9'-10" 9'-1" 9'-3" 8'-7" 8'-2" 7'-9" .- Steel 0.024 16'-7" 16'-3" 15'-2" 15'-5" 14'-6" 13'-10" 12'-9" Steel 0.024 13'-8" 13'-4" 12'-2" 12'-5" 11'-6" 10'-10" 10'-4" 25 0.020 6'-5" 6'-4" 5'-8" 5'-9" 5'-5" 3'-7" 3'-4" 25 0.020 5'-11" 5'-11" 5-4" 5'-6" 4'-6" 4'-3" 4'-1" 25 0.020 7'-1" 6'-9" 5'-7" 5'-9" 3'-7" 3'-3" 3'-1" 25 0.020 4'-0" 3'-11" 3'-5" 3'-6" 3'-2" 2'-11" 2'-9" 0.025 8'-1" 7'-11" 7'-2" 7'-3" 6'-10" 6'-5" 6'-0" 0.025 7'-7" 7'-7" 6'-10" 7'-0" 6'-6" 6'-4" 6'-1" 0.024 11'-0" 10'-6" _T-0" 7'-2" 6'-4" 5'-11" 5'-6" 0.025 6'-0" 6'-0" 5'-4" 5-5" 4'-4" 4'-1" 3'-10" 0.032 11'-1" 11'-1" 9'-2" 9'-3" 8'-9" 8'-3" 7'-8" 0.032 9'-9" 9'-9" 8'-11" 9'-1" 8'-6" 8'-3" 7'-10" ice' 0.032 14'-:_13'-7" 11'-11: 11'-5" 8'-2" 7-7" 7'-1" 0.032 8'-1" 8'-1" 7'-3" 7'-5" 6'-10" 6'-7" 6'-4" 0.040 13'-7" 13'-7" 12'-5" 12'-7" 11'-10" 11'-6" 11'-1" 0.040 12'-0" 12'-0" 11'-0" 11'-2" 10'-5" 10'-2" 9'-9" 0.040 18'-0" 17'-2" 14-0" 14'-5" 12'-9" 11'-9" 11'-0" 0.040 10'-6" 10'-6" 9'-6" 9'-8" 9'-0" 8'-8" 8'-3" Steel 0.018 11'-0" 11'-0" 9'-1" 9'-3" 8'-8" 8'-3" 7'-11" Steel 0.018 9'-10" 9'-10" 8'-11" 9'-1" 8'-5" 8'-2" 7'-9" Steel 0.018 12'-6" 12'-6" 10'-5" 10'-10" 7'-8" 7'-0" 6'-S" Steel 0.018 10'-2" 10'-2" 8'-11" 9'-2" 8'-4" 8'-0" 7'-6" 30 0.020 6'-1" 6'-0" 5'-6" 5'-7" 5'-3" 3'-7" 5-4" 30 0.020 5-7" 5-6" 4'-7" 5'-2" 4'-4" 4'-1" 3'-11" Steel 0.024 16'-3" 16'-3" 14'-11' 15'-2" 14'-3" 13'-10" 12'-9" Steel 0.024 13'-4" 13'-4" 11'-11" 12'-2" 11'-3" 10'-10" 10'-4" 0.025 7'-8" 7'-7" 6'-11" 7'-0" 6'-7" 6'-3" 6'-0" 0.025 7'-1" 7'-0" 6'-6" 6'-8" 6'-3" 6'-0" 5'-10" 30 0.020 7'-1" 6'-9" 5'-7" 5'-9" 3'-7" 3'-3" 3'-1" 30 0.020 3'-9" 3'-8" 3'-3" 3'-3" 3'-0" 2'-10" 2'-8" 0.032 10'-6" 9'-8" 8'-10" 8'-11" 8'-S" 8'-1" 7'-8" 0.032 9'-3" 9'-1" 8'-6" 8'-7" 8'-1" 7'-9" 7'-7" 0.024 11'-0".-.90'-6"_ 7'-0" 7'-2" 6'-4" 5'-11" 5'-6" 0.025 5'-7" 5'-5" 4'-5" 4'-6" 4'-1" 3'-11" 3'-8" 0.040 12'-10" 12'-7" 11'-10" 12'-0" 11'-4" 10'-11" 10'-8" 0.040 11'-4" 11'-2" 10'-5" 10'-7" 10'-0" 9'-7" 9'-4" "---, 0.032 14'13'-7" 11-1' 11'-5" 8'-2" 7'-7" 7'-1" 0.032 7'-7" 7'-5" 6'-10" 7'-0" 6'-6" 6'-2" 6'-0" Steel 0.018 10'-5" 9'-7" 8'-9" 8'-10" 8'-4" 8'-0" 7'-8" Stee10.018 9'-3" 9'-1" 8'-5" 8'-7" 8'-0" 7'-8" 7'-5" 0.040 17'-2" 17'-0" 14'-0" 14'-5" 12'-9" 11'-9" 11'-0" 0.040 9'-10" 9'-8" 9'-0" 9'-2" 8'-6" 8'-2" 7'-11" 35.7 0.020 5'-9" 5'-8" 5'-3" 5'-4" 4'-8" 3'-7" 3'-4" 35.7 0.020 5'-3" 5'-2" 4'-4" 4'-5" 4'-1" 3'-11" 3'-9" Steel 0.018 11'-2" 10'-10" 7'-10" 8'-1" 7'-2" 6'-7" 6'-1" Steel 0.018 9'-5" 9'-2" 5-4" 8'-7" 7'-10" 7'-4" 7'-1" 0.025 7'-3" 7'-2" 6'-7" 6'-9" 6'-3" 6'-0" 5'-10" 0.025 6'-9" 6'-8" 6'-2" 6'-3" 5'-11" 5'-9" 5'-6" Steel 0.024 15'-5" 15'-2" 14'-3" 14'-6" 13'-5" 12'-5" 11'-10" Steel 0.024 12'-5" 12'-2" 11'-3" 11'-6" 10'-8" 10'-2" 9'-10" 0.032 9'-3" 9'-2" 8'-5" 8'-7" 8'-1" 7'-9" 7'-6" 0.032 8'-9" 8'-7" 8'-0" 8'-1" 7'-8" 7'-6" 7'-2" 35.7 0.020 6'-8" 6'-6" 5'-4" 5'-5" 3'-7" 3'-3" 3'-1" 35.7 0.020 3'-6" 3'-5" 3'-0" 3'-1" 2'-10" 2'-8" 2'-2" 0.040 12'-3" 12'-0" 11'-2" 11'-4" 10'-9" 10'-6" 9'-2" 0.040 10'-9" 10'-7" 9'-10" 10'-0" 9'-6" 9'-3" 8'-11" 0.024 11'-0" 10LL" 7'- " 7'-2" 6'-4" 5'-11" 5'-6" 0.025 5'-3" 4'-8" 4'-1" 4'-3" 3'-11" 3'-8" 3'-6" Stee10.018 9'-3" 9'-1" 8'-4" 8'-7" 8'-0" 7'-8" 7'-5" Stee10.018 8'-9" 8'-7" 7'-10" 8'-0" 7'-6" 7'-4" 7'-0" f 0.032 14.'0" 13'-7" 11'-1" 1.-5" 8'-2" 7'-7" 7'-1" 0.032 7'-2" T-0" 6'-S" 6.-6" 6'-1" 5'-11" 5'-8" 42 0.020 5'-6" 5-5" 4'-9" 4.-9" 4'-6" T-7" 3.-4" 42 0.020 4.-7" 4'-6" 4'-1" 4'-3" 3'-11" 3'-9" 3'-7" 0.040 16'-8" - -0" 14'-5" 12'-9" 11'-9" 11'-0" 0.040 9'-4" 9'-2" 8'-5" 8'-6" 8'-0" 7'-10" 7'-6" 0.025 6'-11" 6'-10" 6'-3" 6'-5" 6'-0" 5'-10" 5'-7" 0.025 6'-3" 6'-3" 5'-10" 5'-11" 5'-7" 5'-6" 5-3" Steel 0.018 8'-9" 8'-6" 7'-2" 7'-6" 6'-7" 6'-1" 5'-8" Stee10.018 8'-9" 8'-7" 7'-8" 7'-10" 7'-3" 6'-11" 6'-7" 0.032 8'-10" 8'-9" 8'-1" 8'-3" 7'-9" 7'-6" 7'-3" 0.032 8'-1" 8'-1" 7'-7" 7'-8" 7'-4" 7'-2" 6'-11" Steel 0.024 14'-8" 14'-6" 13'-1" 13'-5" 12'-1" 11'-6" 10'-9" Steel 0.024 11'-8" 11'-6" 10'-6" 10'-8" 10'-0" 9'-8" 9'-3" 0.040 11'-4" 11'-4" 10'-8" 10'-9" 9'-6" 9'-2" 8'-10" 0.040 10'-0" 10'-0" 9'-4" 9'-6" 9'-0" 8'-10" 8'-6" 42 0.020 6'-1" 5'-11" 4'-11" 5'-0" 3'-7" 3'-3" 3'-1" 42 0.020 3'-3" 3'-2" 2'-10" 2'-11" 2'-8" 2'-2" 2'-1" Stee10.018 8'-9" 8'-8" 8'-0" 8'-2" 7'-8" 7'-5" 7'-2" Stee10.018 8'-0" 8'-0" 7'-5" 7'-6" 7'-1" 6'-11" 6'-8" - 0.024 10'-4" 9'-2" 7'-0" 7'-2" 6'-4" 5-11" 5'-6" 0.025 4'-5" 4'-4" 3'-11" 4'-0" 3'-8" 3'-6" 3'-4" 50 0.020 5'-2" 4'-11" 4'-6" 4'-7" 4'-4" 3'-7" 0'-0" 50 0.020 4'-3" 4'-3" 3'-11" 4'-0" 3'-9" 3'-7" 3'-5" ~_ 0.032 13'-0" 13'-0" 11'-1" 11'-5" 8'-2" 7-7" 7'-1" 0.032 6'-6" 6'-6" 6'-0" 6'-1" 5'-9" 5'-7" 5'-4" 0.025 6'-6" 6'-5" 6'-0" 6'-1" 5'-9" 5-7" 5'-5" 0.025 5'-8" 5'-8" 5'-6" 5'-6" 5'-3" 5'-2" 4'-6" 0.040 15'-7" 15'-7" 14'-0" 14'-5" 12'-9" 11'-9" 11'-0" 0.040 8'-6" 8'-6" 7'-11" 8'-0" 7'-7" 7'-5" 7'-1" 0.032 8'-4" 8'-3" 7'-8" 7'-10" 7'-5" 7'-2" 6'-11" 0.032 7-5" 7'-5" 7'-2" 7'-2" 6'-11" 6'-9" 6'-7" - Steel 0.018 7'-10" 7'-8" 6'-7" 6'-10" 6'-1" 5-8" 5-3" Steel 0.018 7'-10" 7'-10" 7'-1" 7'-3" 6'-8" 6'-6" 6'-2" 0.040 10'-5" 10'-5" 9'-5" 9'-7" 9'-1" 8'-9" 8'-6" 0.040 9'-2" 9'-2" 8'-10" 8'-11" 8'-6" 8'-4" 8'-1" Steel 0.024 13'-5" 13'-5" 11'-10" 12'-1" 11'-0" 10'-7" 8'-1" Steel 0.024 10'-8" 10'-8" 9'-10" 10'-0" 9'-5" 9'-2" 8'-9" Steel 0.018 8'-3" 8'-2" 7'-8" 7-9" 7'-4" 7'-1" 6'-11" Steel 0.018 7'-2" 7'-2" 6'-11" 7'-0" 6'-8" 6'-6" 6'-3" 50 0.020 5'-5" 5'-4" 4'-6" 4'-7" 3'-7" 3'-3" 0'-0" 50 0.020 2'-11" 2'-11" 2'-7" 2'-8" 2'-2" 2'-1" 0'-0" 60 0.020 4'-8" 4'-7" 4'-3" 4'-4" 4'-1" 0'-0" 0'-0" 60 0.020 4'-0" 3'-11" 3'-8" 3'-8" 3'-6" 3'-4" 3'-3" 0.024 8'-5" 8'-3" 7-0" 7'-1" 6'-4" 5'-11" 0'-0" 0.025 4'-1" 4'-0" 3'-7" 3'-9" 3'-5" 3'-3" 3'-1" 0.025 6'-1" 6'-0" 5'-8" 5'-9" 5'-6" 5-4" 5'-2" 0.025 5'-2" 5'-2" 4'-9" 5'-2" 4'-7" 4'-5" 4'-4" 0.032 11'-11"11-11" 11-1" 11'-5" 8'-2" 7'-7" 7'-1" 0.032 5'-10" 5'-10" 5'-7" 5'-8" 5'-4" 5'-3" 4'-5" 0.032 7'-10" 7'-9" 7'-3" 7'-4" 7'-0" 6'-10" 6'-8" 0.032 6'-9" 6'-9" 6'-8" 6'-9" 6'-6" 6'-4" 6'-2" 0.040 14'-3" 14'-3" 13'-9" 13'-11" 12'-9" 11'-9" 11'-0" 0.040 7'-8" 7'-8" 7'-5" 7'-6" 7'-1" 6'-11" 6'-8" 0.040 9'-7" 9'-6" 8'-11" 9'-0" 8'-7" 8'-4" 8'-1" 0.040 8'-4" 8'-4" 8'-3" 8'-4" 8'-0" 7'-11" 7'-8" Steel 0.018 6'-10" 6'-10" 5'-11" 6'-2" 5-6" 5'-2" 0'-0" Steel 0.018 6'-10" 6'-10" 6'-6" 6'-7" 6'-2" 5'-11" 5'-8" Steel0.018 7'-9" 7'-8" 7'-3" 7'-4" 7'-0" 6'-10" 6'-7" Stee10.018 6'-6" 6'-6" 6'-5" 6'-6" 6'-2" 6'-0" 5'-10" Steel 0.024 11'-3" 11-3" 10'-7" 10'-9" 8'-6" 8'-0" 7'-6" Steel 0.024 9'-6" 9'-6" 9'-2" 9'-3" 8'-9" 5-6" 8'-3" TABLE 4.29 TABLE 4.30 60 0.020 4'-10" 4'-8" 4'-0" 4'-2" 3'-7" 0'-0" 0'-0" 60 0.020 2.-8" 2.-8" 2.-2" 2.-3" 2'-1" 0'-0" 0'-0" 0.024 7'-6" 7'-3" 6'3" 6' 5" 5' 10" 0' 0" 0' 0" 0.025 3'-9" 3'-8" 3'-4" 3'-5" 3'-2" 3'-0" 2'-11" Four Seasons Building Products Carl Putnam, P. E. 0.032 10'-11"10'-11"10' 10"10' 11" 8' 2" 7'-7" 0' 0" 0.032 5'-3" 5'-3" 4'-9" 5'-3" 4'-6" 4'-4" 4'-2" 5005 Veteran's Memorial Hwy 3441 Ivylink Place 0.040 13'-1" 13'-1" 13'-0" 13'-1" 12'-8" 11'-9" 11'-0" 0.040 6'-11" 6'-11" 6'-10" 6'-11" 6'-7" 6'-6" 6'-3" Holbrook, NY 11741 Lynchburg,VA 24503 Steel 0.018 6'-1" 6'-1" 5'-4" 5'-5" 4'-5" 0'-0" 0'-0" Steel 0.018 5'-11" 5'-11" 5'-10" 5'-11" 5-7" 5'-5" 5'-2" (631)563-4000 carlputnamacomcast.net Steel 0.024 9'-4" 9'-4" 8'-3" 8'-5" 7'-9" 7'-3" 6'-10" Steel 0.024 8'-6" 8'-6" 8'-5" 8'-6" 8'-1" 7'-11" 7'-8" TABLE 4.27 TABLE 4.28 1 I 't I :n PE A 'AL PIRES:I+EC 31 2020 DE 27 2018 Four Seasons ICC ESR 1953(2015 IBC) 1/26/2017 Page 49 of 98 • SOLID COVERS 4.0: PANEL SCREW SPACINGS 115 MPH EXP B 115 MPH EXP C 130 MPH EXP C 140 MPH EXP C 150 MPH EXP C 160 MPH EXP C 170 MPH EXP C 0 Panel or 130 MPH EXP B or 150 MPH EXP B or 160 MPH EXP B or 170 MPH EXP B or 180 MPH EXP B Headers thickness 1 2 3 1 2 3 4 2 3 4 5 2 3 4 5 2 3 4 5 6 2 3 4 5 6 3 4 5 6 7 thickness Headers (in) Number of#10 Sheet Metal Screws Required per foot at Header/Panel Connection (in) All Beams 0.018 3' MAX MAX 2' 4' MAX MAX 3' MAX MAX MAX 3' MAX MAX MAX 2' 4' MAX MAX MAX 2' MAX MAX MAX MAX 3' MAX MAX MAX MAX 0.018 All Beams An Fascia 0.018 3' MAX MAX 2' MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX 2' MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.018 All Fascia All Beams 0.020 3' 7' MAX 2' 5' 7' MAX 4' 6' MAX MAX 3' 5' MAX MAX 3' 4' 5' MAX MAX 2' 4' 5' MAX MAX 3' 4' MAX MAX MAX 0.020 All Beams All Fascia 0.020 3' MAX MAX MAX 5' MAX MAX 4' MAX MAX MAX 3' MAX MAX MAX 3' MAX MAX MAX MAX 2' MAX MAX MAX MAX 3' MAX MAX MAX MAX 0.020 All Fascia All Beams 0.024 4' 8' MAX 3' 6' 9' MAX 4' 7' 9' MAX 4' 6' 8' MAX 3' 5' 7' MAX MAX 3' 4' 6' MAX MAX 4' 5' MAX MAX MAX 0.024 All Beams All Fascia 0.024 4' MAX MAX 3' 6' MAX MAX 4' MAX MAX MAX 4' MAX MAX MAX 3' MAX MAX MAX MAX 3' MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.024 All Fascia An Beams 0.027 5' 9' MAX 3' 6' MAX MAX, 5' 7' MAX MAX 4' 6' MAX MAX 4' 6' 7' MAX MAX 3' 5' MAX MAX MAX 4' MAX MAX MAX MAX 0.027 All Beams All Fascia 0.027 5' MAX MAX 3' MAX MAX MAX 5' MAX MAX MAX 4' MAX MAX MAX 4' MAX MAX MAX MAX 3' MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.027 All Fascia All Beams 0.032 5' 11' MAX 4' 7' 11' MAX 6' 9' MAX MAX 5' 8' 10' MAX 4' 7' 9' MAX MAX 4' 6' 8' MAX MAX 5' 7' 8' MAX MAX 0.032 All Beams 0.040"Fascia 0.032 5' MAX MAX 4' 7' MAX MAX 6' MAX MAX MAX 5' MAX MAX MAX 4' 6' MAX MAX MAX 4' 5' MAX MAX MAX 5' MAX MAX MAX MAX 0.032 0.040"Fascia All other Fascia 0.032 5' MAX MAX 4' 8' MAX MAX 6' MAX MAX MAX 5' MAX MAX MAX 4' MAX MAX MAX MAX 4' 6' MAX MAX MAX 5' MAX MAX MAX MAX 0.032 All other Fascia Alum 3x8 0.036 5' 11' MAX 4' 7' MAX MAX 6' MAX MAX MAX 5' MAX MAX MAX 4' MAX MAX MAX MAX 4' MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.036 Alum 3x8 All Other Beams 0.036 6' MAX MAX 4' 9' MAX MAX 7' MAX MAX MAX 6' MAX MAX MAX 5' MAX MAX MAX MAX 4' MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.036 All Other Beams 0.040"Fascia 0.036 5' MAX MAX 4' MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.036 0.040"Fascia All Other Fascia 0.036 6' MAX MAX 4' MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX ,MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.036 All Other Fascia Alum 3x8 0.040 5' 11' MAX 4' 7' 11' MAX 6' 9' 12' MAX 5' 8' 10' MAX 4' 7' 9' 11' MAX 4' 6' 8' 10' MAX 5' 7' 8' 10' MAX 0.040 Alum 3x8 All Other Beams 0.040 7' 13' MAX 5' 9' MAX MAX 7' 11' MAX MAX 6' 9' MAX MAX 5' 8' 11' MAX MAX 5' 7' 10' MAX MAX 6' 9' MAX MAX MAX 0.040 All Other Beams 0.040"Fascia 0.040 5' MAX MAX 4' 7' MAX MAX 6' MAX MAX MAX 5' 7' MAX MAX 4' 6' MAX MAX MAX 4' 5' 7' MAX MAX 5' 6' MAX MAX MAX 0.040 0.040"Fascia All Other Fascia 0.040 6' MAX MAX 4' 8' MAX MAX 6' MAX MAX MAX 6' MAX MAX MAX 5' 7' MAX MAX MAX 4' 6' MAX MAX MAX 6' MAX MAX MAX MAX 0.040 All Other Fascia Table 4.19 Maximum Tributary Width for Each Header/Panel and#of#10 Screw Combination • Notes Panel 115 MPH EXP B 115 MPH EXP 1 130 MP,KnEP C 140 MPH EXP C 1150 MPH EXP C 160 MPH EXP C 170 MPH EXP C Panel 1 All panel thicknesses are for aluminum Headers thickness 1 2 1 1 g 2 3 1 2 3 4 1 2 3 1 2 3 4 2 3 4 thickness 2 All steel panels use 0.040"panel thickness • (in) ber of#14 Sheet Metal Screws Required per foot at Header/Panel Connection (in) 3 "MAX' means maximum possible tributary width All Beams 0.018 MAX MAX 4' MAX 3' MAX MAX 3' MAX MAX MAX 3' MAX MAX 2' MAX MAX MAX MAX MAX MAX 0.018 4 Double 2"x6.5"require the specified number of screws per header All Fascia 0.018 MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX 3' MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.018 5 Other double headers only require the given number All Beams 0.020 7' MAX 5' MAX 4' MAX MAX 3' MAX MAX MAX 3' 6' MAX 2' 5' MAX MAX 4' MAX MAX 0.020 6 If panel thickness is not listed then use next smallest gauge. All Fascia 0.020 MAX MAX 5' MAX 4' MAX MAX 3' MAX MAX MAX 3' MAX MAX 2' MAX MAX MAX MAX MAX MAX 0.020 7 These tables specify screws per foot of panel, All Beams 0.024 8' MAX 6' MAX 4' MAX MAX 4' 8' MAX MAX 3' 7' MAX 3' 6' MAX MAX 5' MAX MAX 0.024 12" panels would use the number per panel, All Fascia 0.024 7' MAX 5' MAX 4' MAX MAX 3' MAX MAX MAX 3' MAX MAX 2' MAX MAX MAX MAX MAX MAX 0.024 6" panels would use half the number per panel, All Beams 0.027 8' MAX 6' MAX 4' MAX MAX 4' 8' MAX MAX 3' 7' MAX 3' 6' MAX MAX 5' MAX MAX 0.027 24" panels would use double per panel All Fascia 0.027 MAX MAX _§,;__----A4,64_ ___4'..---14,4, n&X 3' MAX MAX MAX 3' MAX MAX 2' MAX MAX MAX MAX MAX MAX 0.027 ---7--....-- All Beams 0.032 8' MAX 6' 11' 4' 9' MAX )4' 8' MAX MAX 3' 7' MAX 3' 6' 9' MAX 5' 8' MAX 0.032 0.040"Fascia 0.032 8' MAX MAX 4' MAX '• __ 4' MAX MAX MAX 3' 6' MAX 3' 6' MAX MAX 5' MAX MAX 0.032 All other Fascia 0.032 MAX MAX 6' MAX 5' MAX MAX 4' MAX MAX MAX 4' MAX MAX 3' MAX MAX MAX 6' MAX MAX 0.032 Alum 3x8 0.036 8' MAX 6' MAX 4' MAX MAX 4' MAX MAX MAX 3' MAX MAX 3' MAX MAX MAX MAX MAX MAX 0.036 All Other Beams 0.036 MAX MAX 9' MAX 7' MAX MAX 6' MAX MAX MAX 5' MAX MAX 4' MAX MAX MAX MAX MAX MAX 0.036 / X 0.040"Fascia 0.036 MAX MAX 5' MAX 4' MAX MAX 4' MAX MAX MAX 3' MAX MAX 3' MAX MAX MAX MAX MAX MAX 0.036 All Other Fascia 0.036 MAX MAX MAX MAX 5' MAX MAX MAX MAX MAX MAX 4' MAX MAX 3' MAX MAX MAX MAX MAX MAX 0.036 NGI ''Ir ' / Alum 3x8 0.040 8' MAX 6' 11' 4' 9' MAX 4' 8' 11' MAX 3' MAX MAX 3' MAX MAX MAX MAX MAX MAX 0.040 , ' O?9 All Other Beams 0.040 MAX MAX 10' MAX 7' MAX MAX 6' MAX MAX MAX 6' 11' MAX 5' 10' MAX MAX 9' MAX MAX 0.040 Ct. �72 14 i-- 0.040" 0.040"Fascia 0.040 8' MAX 5' MAX 4' MAX MAX 4' 7' MAX MAX 3' 6' MAX 3' 6' MAX MAX 5' MAX MAX 0.040 All Other Fascia 0.040 MAX MAX 6' MAX 5' MAX MAX 4' MAX MAX MAX 4' 7' MAX 3' 6' MAX MAX 6' MAX MAX 0.040 Table 4.20 Maximum Tributary Width for Each Header/Panel and#of#14 Screw Combination ' Ilk )40:11! Four Seasons Building Products Carl Putnam, P. E. ktiroj NP5005 Veteran's Memorial Hwy 3441 Ivylink Placei Holbrook, NY 11741 Lynchburg,VA 24503 EXPIRE' DEC 31 2020 (631)563-4000 carlputnam@comcast.net DE• 27 2018 Four Seasons ICC ESR 1953(2015 IBC) 1/26/2017 Page 50 of 98 A • SECTION 5.0 POST SPACING,POST TYPE AND FOOTING SIZE FOR SOLID COVERS Ground Snow Load: 25 psf Live Load: 20 psf Roof Design Load 30 psf Wind Speed: 115 MPH EXPOSURE C or 130 MPH EXPOSURE B Seismic Ss= 150% Seismic Design Category D Freestanding or Attached cubic footing"d" cubic footing"d" cubic footing"d" cubic footing"d" cubic footing"d" cubic footing"d" cubic footing"d" cubic footing"d" cubic footing"d" cubic footing"d" cubic footing"d" Table 5.22 Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained trib Min Uplift Footing(in) trib Min Uplift Footing(In) trib Min Uplift Footing(in) trib Min Uplift Footing(in) trib Min Uplift Footing(in) trib Min Uplift Footing(in) trib Min Uplift Footing(in) trib Min Uplift Footing(in) trib Min Uplift Footing(in) trib Min Uplift Footing(in) trib Min Uplift Footing(in) Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Header Detail 3' Type (in) 8' 12' 15' 3.5' Type (in) 8' 12' 15' 4' Type (in) 8' 12' 15' 4.5' Type (in) 8' 12' 15' 5' Type (inl_ 8' 12' 15' 5.5' Type (in) 8' 12' 15' 6' Type lin) 8' 12' 15' 6.5' Type (in) 8' 12' 15' 7' Type (in) 8' 12' 15' 7.5' Type (in) 8' 12' 15' 8' Type (in) 8' 12' 15' On Slab On Slab 11'1" C 9'-8" C 8'-6" C 7'-0" C 6'-9" C 6'-2" C 5'-8" C 5'2" A 4'-10" C 4'6" C q'-3'• C 0.042"x3"x8" MU76 8'-6" B 20 26 29 31 7-7" B 20 25 28 30 7,0" B 21 25 28 29 6,5" B 21 24 27 29 6,0" C 21 24 27 28 5,7" C 22 24 26 28 5'-3" C 22 23 26 27 5'-0" C 22 23 26 27 4'-8" C 22 24 26 28 4,6" C 22 24 27 28 4'-3" C 22 24 27 29 Double 3"x8" MU113 12'-10" C 23 29 32 34 11'-7" D 24 28 31 33 10'-9" D 24 28 31 33 10'-1" D 24 27 30 32 9'-5" D 25 27 30 32 8'-11" D 25 27 29 31 8'-5" D 25 26 29 31 8'-0" D 26 26 29 30 7'-8" D 26 26 28 30 7'1" D 26 25 28 30 7'-0" D 26 25 28 29 Double 2"x6.5" MU113 11'-5" C 22 27 30 32 10'1" C 23 26 29 31 9'-8" C 23 26 29 30 9'-0" D 24 25 28 30 8'-6" D 24 25 28 29 8'-1" D 24 25 27 29 7'-8" D 25 24 27 29 7i4" D 25 24 27 28 7'-0" D 25 24 26 28 6'-9" 0 25 24 27 28 6'-6" D 26 24 27 29 16 G Steel C MU78 14'-10" D 24 30 33 35 13'-1" D 24 29 32 34 11'-10" D 25 29 32 33 10'-7" D 25 28 31 33 9'-6" D 25 27 30 32 8'-8" D 25 26 29 31 8'-0" D 25 26 29 3 ' " D 25 25 28 30 6'-10" D 25 25 28 29 6'-5" D 25 24 27 29 6'-0" D 25 24 27 29 .14 G Steel C MU78 17'-9" D 26 32 35 37 15'-9" D 26 31 34 36 14'-5" D 26 30 33 35 13'-3" D 27 29 33 34 12'-4" D 27 29 32 34 11'-6" D 27 28 31 33 10'-9" D 27 28 31 10'-0" D 27 27 30 32 9'-3" D 28 27 30 31 8'-8" D 28 26 29 31 8'-1" D 28 26 29 30 12 G Steel C MU78 25'-2" E 29 35 38 40 22'-7" E 29 34 37 39 20'-10" E 30 33 36 39 19'1" E 30 32 36 38 18'-2" E 31 32 35 37 17'4" G 31 31 35 37 16'-2" G 31 31 34 36 ' G 32 30 34 36 14'-7" G 32 30 33 35 13'-11" H 32 30 33 35 13'1" H 32 29 33 35 Double 16 G Steel C MU114 27'-1" E 30 35 39 41 25'-9" E 31 35 39 41 24'-3" G 31 34 38 40 22'-9" G 32 34 37 39_21'-6" H 33 33 37 39 20'-5" H 33 33 36 38 19'-6" H 33 32 36 38 18'-8" H 34 32 35 38 17'-11" I 34 32 35 37 17'-2" I 35 31 35 37 16'-7" I 35 31 34 36 Double 14 G Steel C MU114 28'-11" E 30 36 40 42 27'-6" G 31 35 39 41 26'1" H 32 35 39 41, 25'-4" H 33 35 38 41 24'-4" H 34 34 38 40 23'-2" I 34 34 37 40 22'-2" I 35 33 37 39 21'-3" I 35 33 37 39 20'-6" I 36 33 36 38 19'-9" I 36 32 36 38 19'-1" J 37 32 36 38 - Double 12 G Steel C MU114 32'-11" G 32 37 41 43 31'-3" H 33 36 40 43 29'-11" H 34 36 40 42 28'-9" I 35 36 40 42 27'-9" I 35 35 39 42 26'-11" I 36 35 39 41 26'-2" 1 37 35 39 41 25'-6" 1 38 35 38 41 24'-10" 1 38 34 38 40` 24'-3" 1 39 34 38 40 23'-9" 1 39 34 38 40 a, Steel Lockseam MU89 8'-7" B 20 20 23 24 7'-9" 8 21 20 22 23 7'-1" B 21 20 23 24 -.6'-7" C 21 21 23 25 6'-2" C 21 22 24 25 5'-9" C 22 22 25 26 5'-5" C 22 23 25 27 5'-2" C 22 23 26 27 4'-11" C 22 24 26 28 4'-8" C 22 24 27 28 4'-6" C 23 24 27 29 0.120"x3x3 Alum MU96 9'-7" B 21 21 23 25 9'-1" C 22 21 23 24 8'-9" C 22 21 23 24 8'-5" C 23 21 23 25 8'-1" D 24 22 24 25 7'-10" D 24 22 25 26 7'-8" D 25 23 25 27 7'-5" D 25 23 26 27 7'-3" D 25 24 26 28 7'-1" D 26 24 27 28 6'-11" D 26 24 27 29 ^ 0.120"x4x4 Alum MU50 12'-11" C 23 24 27 29 12'-4" D 24 24 27 28 11'-9" D 25 24 26 28 11'1" D 25 24 26 28 10'-11" D 26 23 26 27 10'-7" D 27 23 26 27 10'-3" D 27 23 26 27 10'-0" D 28 23 26 27 9'-9" E 28 24 26 28 —9'-7" E 28 24 27 28 9'-4" E 29 24 27 29 DBL Steel Lockseam MU120 12'-11" C 23 23 25 27 12'-3" D 24 22 25 26 11'-9" D 25 22 25 26 11'-3" D 25 22 24 26 10'-6" D 26 22 24 25 10'-2" D 26 22 25 26 9'-9" D 27 23 25 27 9'-4" D 27 23 26 27 9'-0" D 27 24 26 28 8'-9" D 28 24 27 28 8'-5" D 28 24 27 29 DBL 0.120"0303 Alum MU120 12'-1" C 23 22 25 26 11'-6" D 23 22 24 26 11'-0" D 24 22 24 26 10'-7" D 25 22 24 25 10'-3" D 25 22 24 25 9'-11" D 26 22 25 26 9'-7" D 26 23 25 27 9'-4" D 27 23 26 27 9'-2" D 27 24 26 28 8'-11" D 28 24 27 28 8'-9" E 28 24 27 29 DBL 0.120"x4x4 Alum MU120 16'-4" D 25 26 29 30 15'-6" D 26 26 28 30 14'-10" D 27 25 28 30 14'-3" D 27 25 28 29 13'-9" E 28 25 27 29 13'1" E 29 25 27 29 13'-0" E 29 24 27 29 12'-8" E 30 24 27 28 12'1" E 30 24 27 28 12'-1" E 31 24 27 28 11'-9" G 31 24 27 29 Samson Beam MU99 12'-10" C 23 27 30 31 11'-7" D 24 26 29 31 10'-9" D 24 26 28 30 10'-0" D 24 25 28 29 9'-5" D 25 25 27 29 8'-10" D 25 24 27 29 8'-5" D 25 24 27 28 8'-0" D 26 24 26 28 7'-7" D 26 24 26 28 7'-3" D 26 24 27 28 6'-11" D 26 24 27 29 3.5"x3"I beam MU65 10'1" C 22 22 25 26 9'-10" C 22 22 24 26 9'-5" C 23 22 24 26 9'-1" D 24 22 24 25 8'-9" D 24 22 24 25 8'-6" D 25 22 25 26 8'-3" D 25 23 25 27 8'-0" D 26 23 26 27 7'-10" D 26 24 26 28 7'-7" D 26 24 27 28 7'-3" D 27 24 27 29 4"o3"I beam MU56 11'-8" C 22 24 26 28 11'-1" C 23 24 26 28 10'-7" D 24 23 26 27 9'-11" D 24 23 25 27 9'-2" D 25 22 25 26 8'-7" D 25 22 25 26, 8'-0" D 25 23 25 27 7'-7" D 25 23 26 27 7'-2" D 25 24 26 28• 6'-9" D 25 24 27 28 6'-5" D 26 24 27 29 5"03"I beam MU57 14'-0" D 24 26 29 31 13'-5" D 25 26 29 31 12'-10" D 25 26 29 30 12'-1" D 26 25 28 30 11'-2" D 26 25 28 29 10'-6" D 26 25 27 29 9'-10" D 27 24 27 28 9'-3" D 27 24 26 28 8'-9" D 27 24 26 28 8'-4" D 27 24 27 28 7'-11" D 27 24 27 29 5"x4.11"I beam MU65 15'-5" D 25 27 30 32 14'-8" D 25 27 30 31 14'-1" D 26 26 29 31 13'-6" D 27 26 29 31 13'-1" D 28 26 29 30 12'-7" E 28 26 28 30 11'-10" E 28 25 28 30 11'-2" E 29 25 28 29 10'-7" E 29 25 27 29 10'-1" E 29 24 27 29 9'-7" E 29 24 27 29 7"04"I beam MU58 19'-10" 0 27 31 35 37 19'-1" D 28 31 35 37 18'-6" E 29 31 34 17'-11" E 360 31 34 36 17'-3" E 30 30 34 36 X16'-9" F 31 30 33 35 16'-2" G 31 30 33 35 15,4" G 32 29 33 35 14'-7" G 32 29 32 34 13'-10" G 32 29 32 34 13'-3" H 32 28 31 33 ` 7"x5.86"I beam MU63 21'-7" D 27 32 36 38 20'-6" E 28 32 35 37 18'-8" E 29 31 34 36 17'-1" E 29 30 34 36 15'-10" E 29 30 33 35, 14'-8" E 30 29 32 34 13'-9" E 30 29 32 34 12'-11" E 30 28 31 33 12'-2" E 30 28 31 33 "11'-6" E 30 27 30 32 10'-11" E 30 27 30 32 10"x5.86"I beam MU62 31'-2" G 31 39 43 45 30-0" H 32 38 42 45 29'-0" H 33 38 42 44 28'-2" I 34 38 42 44 27'-6" I 35 37 41 44 26'-10" I 36 37 41 44 26'-3" J 37 37 41 43 25'-6" J 38 37 41 43 24'-3" 1 38 36 40 42 23'-1" 1 38 36 40 42 22'-1" 1 38 35 39 41 7"05.5"I beam MU59 21'-2" D 27 32 35 37 20'-1" E 28 32 35 37 19'-3" E 29 31 35 37 18'-6" E 30 31 34 36 17'-10" E 31 31 34 36 17'-4" G 31 30 34 36 16'-7" G 32 30 33 35 15'-9" G 32 30 33 35 14'-11" H 32 29 32 34` 14'-3" H 32 29 32 34 13'-7" H 33 29 32 34 10"x5.5"I beam MU60 27'-7" E 30 37 41 44 26'-7" G 31 37 41 43 25'-8" G 32 37 41 43 24'-11" H 33 36 40 43 24'1" H 34 36 40 42 23'-9" I 35 36 40 42,23'-3" I 35 36 40 42 22'-9" I 36 36 39 42 22'-4" 1 37 35 39 42 21'-9" 1 37 35 39 41 20'-10" 1 38 35 39 41 5"RF Fascia MU16 6'-9" A 19 22 24 26 5'-11" A 19 21 24 25 5'-5" A 19 21 23 24 5'-0" A 19 21 23 25 4'-7" A 20 22 24 25 4'-3" A 20 22 25 26 4'-0" A 20 23 25 27 3'-9" A 20 23 26 27 3'-7" A 20 24 26 28 3'-4" B 20 24 27 28 3'-2" B 20 24 27 29 '., 6.5"RF Fascia M1115 7'-3" A 19 24 27 28 6'-5" A 19 23 26 27_5'-10" A 20 23 25 27 5'1" A 20 22 24 26 4'-11" A 20 22 24 25 4'-6" A 20 22 25 26 4'-3" B 20 23 25 27 4'-0" B 20 23 26 27 3'-9" B 20 24 26 28 3'-6" B 20 24 27 28 3'1" B 20 24 27 29 6"Extruded Fascia MU31 10'-6" C 22 26 29 30 9'1" C 22 25 28 29 8'-6" C 22 24 27 29 ,7'-10" C 22 24 26 28 7'-3" C 23 23 26 27 6'-9" C 23 23 26 27 6'1" C 23 23 25 27 6'-0" C 23 23 26 27 5'-8" C 23 24 26 28 5'1" D 23 24 27 28 5'-1" D 24 24 27 29 Samson Fascia M(120 10'-11" C 22 26 28 30 9'-10" C 22 25 28 29 9'-0" C 23 24 27 29 8'1" C 23 24 26 28 7'-10" C 23 23 26 28_ 7'1" D 23 23 26 27 6'-11" D 24 23 25 27 6'-7" D 24 23 26 27 6'-3" D 24 24 26 28 5'-11" D 24 24 27 28 5'-8" D 24 24 27 29 5"and 5.5"Eat Fascia MUO7 8'-0" A 20 23 26 28 7'-1" A 20 23 25 27 6'-6" B 20 22 25 26 5'-11" B 21 22 24 26 5'-6" B 21 22 24 25 5'-2" B 21 22 25 26 4'-10" B 21 23 25 27 4'-6" C 21 23 26 27 4'-3" C 21 24 26 28 4'-0" C 21 24 27 28 3'-10" C 21 24 27 29 4.5"Ex Alum Fascia MU32 7'-1" A 19 22 25 26 6'-3" A 19 22 24 25 5'-8" A 19 21 23 25 5'-3" A 20 21 23 25 4'-10" A 20 22 24 25 4'-6" A 20 22 25 26 4'-2" B 20 23 25 27 3'-11" B 20 23 26 27 3'-9" B 20 24 26 28 3'-6" 8 20 24 27 28 3'1" B 21 24 27 29 6"RF Fascia MU29 4'1" A 16 21 23 24 3'-9" A 16 20 22 23 3'1" A 16 20 23 24 3'-0" A 16 21 23 25 2'-8" A 16 22 24 25 2'-6" A 16 22 25 26 2'-3" A 16 23 25 27_ 2'-1" A 16 23 26 27 2'-0" A 17 24 26 28 1'-10" A 17 24 27 28 l'-9" A 17 24 27 29 5"Magnum Gutter MU36 8'-5" B 20 23 26 27 7'-4" B 20 22 25 26 6'-7" B 20 22 24 26 5'-11" B 20 21 24 25 5'-5" B 21 22 24 25 4'-11" B 21 22 25 26 4'-7" B 21 23 25 27 4'-3" B 21 23 26 27 3'-11" B 21 24 26 28 3'-8" 8 21 24 27 28 3'-6" B 21 24 27 29 6"Magnum Gutter MU37 13'-3" C 23 27 30 32 12'-0" D 24 27 29 31 11'-1" D 24 26 29 31 10'-S" D 25 26 28 30 9'-9" D 25 25 28 30 9'-3" D 25 25 28 29 8'-9" D 26 25 27 29 8'-4" 0 26 24 27 28 �8'-0" D 26 24 27 28 7'-8" D 26 24 27 28 7'-4" D 27 24 27 29 6"Smooth Gutter MU38 10'-5" C 22 26 28 30 9'-7" C 22 25 28 30 9'-1" C 23 25 27 29 8'-7" C 23 24 27 29 8'-1" D 24 24 27 28 7'-8" D 24 24 26 28 7'1" D 24 23 26 28_ 7'-0" D 24 23 26 27 6'-8" D 25 24 26 28 6'-5" D 25 24 27 28 6'-2" D 25 24 27 29 Table 5.22 Crib Min Uplift Footing(in) Crib Min Uplift Footing(in) trib Min Uplift Footing(in) trib Min Uplift Footing(in) trib Min Uplift Footing(in) trib Min Uplift Footing(in) trib Min Uplift Footing(in) trib Min Uplift Footing(in) trib Min Uplift Footing(in) trib Min Uplift Footing(in) Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Header Detail 8.5' Type (in) 8' 12' 15' 9' Type (in) 8' 12' 15' 95' Type (in) 8' 12' 15' 10' Type (in) 8' 12' 15' 10.5' Type (in) 8' 12' 15' 11' Type (in) 8' 12' 15' 11.5' Type (in) 8' 12' 15' 12' Type (in) 8' 12' 15' 13' Type (in) 8' 12' 15' 14' Type (in) 8' 12' 15' On Slab On Slab 4,0" C 2'-11" C 2'-10" C 0.042'03"08" MU76 4'-1" C 22 25 28 29 3'-10" C 22 25 28 30 3'-8" C 25 26 28 30_ 3'-7" C 23 26 29 30 3'-5" C 25 26 29 31 3'-3" C 23 27 29 31 3'-2" C 23 27 30 31 3'-0" C 23 27 30 32 2'-10" C 23 28 31 32 2'-8" C 23 28 31 33 Double 3"n8" MU113 6'-9" D 26 25 28 29 6'-6" D 27 25 28 30 6'-3" D 29 26 28 30 6'-1" D 27 26 29 30 5'-10" D 30 26 29 31 5'-7" D 27 27 29 31 5'-5" D 27 27 30 31 5'-3" D 27 27 30 32 5'-0" D 28 28 31 32 4'-9" D 28 28 31 33 Double2"x6.5" MU113 6'-3" D 26 25 28 29 6'-0" D 26 25 28 30 5'-10" D 29 26 28 30, 5'-8" D 26 26 29 30 5'-6" D 29 26 29 31 5'-3" D 27 27 29 31 5'-2" D 27 27 30 31 5'-0" D 27 27 30 32 4'-9" D 27 28 31 32 4'-6" D 27 28 31 33 16 G Steel C MU78 5'-8" D 25 25 28 29 5'1" D 25 25 28 30 5'-1" D 27 26 28 30 4'-10" D 25 26 29 30 4'-7" D 27 26 29 31, 4'1" D 25 27 29 31 4'-2" D 25 27 30 31 4'-0" D 25 27 30 32 3'-8" D 25 28 31 32 3'-5" D 25 28 31 33 14 G Steel C MU78 7-8" D 28 26 28 30 7'-3" D 28 25 28 301 6'-10" D 30 26 28 30 6'-6" D 28 26 29 30 6'-2" D 30 26 29 31 5'-10" D 27 27 29 31 5'-7" D 28 27 30 31 5'-5" D 28 27 30 32 5'-0" D 28 28 31 32 4'-7" D 28 28 31 33 12 G Steel C MU78 12'-10" H 33 29 32 34 12'-4" H 33 29 32 34 11'-11" H 36 29 32 34 11'-0" H 33 28 31 33 11'-1" H 37 28 31 33 10'-8" H 34 28 31 33 10'1" H 34 28 31 32 10'-1" H 34 27 30 32 9'-6" H 34 28 31 32 9'-0" I 34 28 31 33 Double 16 G Steel C MU114 16'-0" I 35 31 34 36 15'-6" I 35 31 34 36 15'-0" I 39 30 34 36 14'-7" I 36 30 33 35_ 14'-2" I 40 30 33 35 13'-8" I 36 30 33 35 13'-4" J 37 29 33 34 13'-0" 1 37 29 32 34 12'-5" 1 37 29 32 34 11'-10" 1 38 29 32 33 Double 14 G Steel C MU114 18'-6" 1 37 32 35 37 17'-11" 1 37 32 35 37 17'-5" 1 41 31 35 37 16'-11" J 38 31 35 37 16'-6" J 42 31 34 36 16'-0" 1 38 31 34 36 15'-8" 1 39 31 34 36 15'1" 1 39 30 34 36 14'-8" 1 39 30 33 35 14'-1" 1 40 30 33 35 Double 12 G Steel C MU114 23'-1" 1 40 34 37 40 22'-5" 1 40 34 37 39 21'-10" 1 44 33 37 39 21'-3" 1 41 33 37 39 20'-9" 1 45 33 36 39 20'-2" J 41 33 36 38 19'-9" 1 42 32 36 38 19'1" K 42 32 36 38 18'-7" K 43 32 35 37 17'-11" K 43 32 35 37 Steel Lockseam MU89 4'1" C 23 25 28 29 4'-2" C 23 25 28 30 4'-0" C 25 26 28 30 3'-10" C 23 26 29 30 3'-8" C 26 26 29 31 3'-7" C 23 27 29 31 3'-5" C 23 27 30 31 3'1" 0 24 27 30 32 �3'-2" D 24 28 31 32 3'-0" D 24 28 31 33 0.120"x3x3 Alum MU96 6'-10" D 26 25 28 29 6'-8" 0 27 25 28 306'-7" D 30 26 28 30 6'-5" D 27 26 29 30 6'1" D 30 26 29 31 6'-3" E 28 27 29 31 6'-2" E 28 27 30 31 6'-0" E 29 27 30 32 5'-9" E 29 28 31 32 5'-7" E 29 28 31 33 0.120"x4x4 Alum MUSS 9'-2" E 29 25 28 29 9'-0" E 30 25 28 301 8'-9" E 33 26 28 30 8'-6" E 30 26 29 30 8'-3" E 33 26 29 31� 8'-0" E 31 27 29 31 7'-10" E 31 27 30 31 7'-8" F 31 27 30 32 7'1" G 31 28 31 32 7'-0" G 32 28 31 33 DBL Steel Lockseam MU120 8'-2" E 28 25 28 29 8'-0" E 28 25 28 30 7-9" E 32 26 28 30 7'-7" E 29 26 29 30 7'-5" E 32 26 29 31 7'-2" E 29 27 29 31 7'-0" E 30 27 30 31 6'-11" E 30 27 30 32 6'-7" E 30 28 31 32 6'1" E 31 28 31 33 DBL 0.120"x3x3 Alum MU120 8'-7" E 29 25 28 29 8'-5" E 29 25 28 30 8'-3" E 32 26 28 30 8'-1" E 30 26 29 30 8'-0" E 33 26 29 31 7'-10" E 30 27 29 31 7'-9" E 31 27 30 31 7'-8" F 31 27 30 32 7'-5" G 31 28 31 32 7'-3" G 32 28 31 33 0810.120"x4x4 Alum MU120 11'-7" G 32 25 28 29 11'1" G 32 25 28 30 11'-2" H 36 26 28 30 10'-11" H 33 26 29 30 10'-9" H 36 26 29 31 10'-7" H 33 27 29 31 10'-5" H 34 27 30 31 10'1" H 34 27 30 32 10'-0" I 35 28 31 32 9'-9" I 35 28 31 33 Samson Beam MU99 6'-8" D 26 25 28 29 6'-5" D 26 25 28 30 6'-2" D 29 26 28 30 6'-0" D 27 26 29 30 5'-9" D 30 26 29 31 5'-7" D 27 27 29 31 5'-5" D 27 27 30 31 5'-3" D 27 27 30 32 4'-11" D 27 28 31 32 4'-8" D 28 28 31 33 3.5"03"I beam MU65 6'-11" D 27 25 28 29 6'-8" D 27 25 28 30 6'-5" D 30 26 28 30 6'-2" D 27 26 29 30 6'-0" D 30 26 29 31 5'-9" D 27 27 29 31 5'-7" D 27 27 30 31 5'-5" D 28 27 30 32 5'-1" D 28 28 31 32 4'-10" D 28 28 31 33 4"x3"I beam MU56 6'-2" D 26 25 28 29 5'-10" D 26 25 28 30 5'-7" D 28 26 28 30_ 5'-5" D 26 26 29 30 5'-2" D 28 26 29 31 4'-11" D 26 27 29 31 4'-9" D 26 27 30 31 4'-7" D 26 17 30 32 4'1" D 26 28 31 32 4'-0" D 26 28 31 33 5"x3"I beam MU57 7'-7" D 27 25 28 29 7'-3" D 28 25 28 30_6'-11" D 30 26 28 30 6'-8" D 28 26 29 30 6'-5" D 31 26 29 31_ 6'-1" D 28 27 29 31 5'-11" E 28 27 30 31 5'-8" E 28 27 30 32 5'1" E 28 28 31 32 5'-0" E 28 28 31 33 5"x4.11"I beam MU65 9'-2" E 29 25 28 29 8'-9" E 29 25 28 30 8'-5" E 30 26 28 30 8'-1" E 30 26 29 30` 7'-10" E 30 26 29 31 7'-6" E 30 27 29 31 7'-3" E 30 27 30 31 7'-0" E 30 27 30 32 6'-6" E 30 28 31 32 6'-2" E 30 28 31 33 7"04"I beam MUSS 12'-8" H 33 28 31 33 12'-2" H 33 28 31 33 11'-9" H 33 28 30 32 11'-3" H 33 27 30 32 10'-11" H 33 27 30 32 10'6" H 33 27 30 31 10'-1" H 33 27 30 31 9'-10" H 34 27 30 32 9'-3" H 34 28 31 32 8'-8" H 34 28 31 33 7"x5.86"I beam MU63 10'1" E 30 27 30 31 9'-10" E 31 26 29 31_ 9'-5" E 31 26 29 31 9'-0" E 31 26 29 30 8'-8" F 31 26 29 31 8'-3" F 31 27 29 31 7'-11" F 31 27 30 31 7'-8" F 31 27 30 32 7'-1" G 31 28 31 32 6'-8" G 31 28 31 33 10"x5.86"I beam MU62 21'-1" 1 39 35 39 41 20'-3" 1 39 35 38 41 19'-6" 1 39 34 38 40 18'-9" 1 39 34 38 40 18'-1" J 39 34 37 39 17'-4" 1 39 33 37 39 16'-9" 1 40 33 37 39 16'-3" 1 40 33 36 38 35'-3" 1 40 32 36 38 14'-5" 1 40 32 35 37 7"x5.5"I beam 511159 13'-0" H 33 28 31 33 12'-6" H 33 28 31 33 12'-0" H 33 28 31 32 11'-6" H 33 27 30 32 11'-1" H 33 27 30 32 10'-8" H 34 27 30 32 10'1" H 34 27 30 31 10'-0" H 34 27 30 32 9'-5" H 34 28 31 32 8'-10" H 34 28 31 33 10"x5.5"I beam MU60 19'-11" 1 38 34 38 40 19'-2" 1 38 34 38 40 18'-5" 1 38 34 37 40 17'-9" 1 38 33 37 39 17'-2" J 39 33 37 39 16'-6" 1 39 33 36 39 16'-0" 1 39 33 36 38 15'-6" 1 39 32 36 38 14'-7" 1 39 32 35 37 13'-9" 1 40 31 35 37 _ 5"RF Fascia MU16 3'-0" B 20 25 28 29 2'-11" B 20 25 28 30 2'-9" 8 20 26 28 30 2'-8" B 20 26 29 30 2'-6" B 21 26 29 31 2'-5" 8 21 27 29 31 2'1" B 21 27 30 31 2'-3" B 21 27 30 32 2'-1" 8 21 28 31 32 1'-11" B 21 28 31 33 6.5"RF Fascia MU15 3'-2" B 21 25 28 29 3'-0" B 21 25 28 30 2'-10" 8 21 26 28 30 2'-9" B 21 26 29 30 2'-7" B 21 26 29 31 2'-6" B 21 27 29 31 2'-5" 8 21 27 30 31 2'1" B 21 27 30 32 2'-2" B 21 28 31 32 2'-0" B 21 28 31 33 6"Extruded Fascia MU31 4'-10" D 24 25 28 29 4'-7" D 24 25 28 30 4'-5" D 24 26 28 30 4'-3" D 24 26 29 30 4'-1" D 24 26 29 31 3'-11" D 24 27 29 31 3'-9" D 24 27 30 31 3'-7" D 24 27 30 32 3'1" D 24 28 31 32 3'-2" D 24 28 33 Samson Fascia MU20 5'-5" D 25 25 28 29 5'-2" D 25 25 28 30 5'-0" D 25 26 28 30 4'-10" D 25 26 29 30 4'-7" D 25 26 29 31 4'-5" D 25 27 29 31 4'-3" D 25 27 30 31 4'-2" D 25 27 30 32 3'-11" D 25 28 31 32 3'-8" D 26 28 :, 33 '* 5"and 5.5"Ext Fascia MUO7 3'-8" C 22 25 28 29 3'-6" C 22 25 28 30 3'-4" C 22 26 28 30 3'-2" C 22 26 29 30 3'-1" C 22 26 29 31 2'-11" C 22 27 29 31 2'-10" C 22 27 30 31 2'-8" C 22 27 30 32 2'-6" C 22 28 31 32 2'1" C 22 28 5 33 4.5'Ex Alum Fascia MU32 3'-2" 8 21 25 28 29 3'-0" B 21 25 28 30 2'-11" B 21 26 28 30 2'-9" B 21 26 29 30 2'-8" B 21 26 29 31 2'-6" B 21 27 29 31 2'-5" B 21 27 30 31 2'1" B 21 27 30 32 2'-2" B 21 28 31 32 2'-1" B 21 28 1 33 6"RF Fascia MU29 1'-8" A 17 25 28 29 1'-6" A 17 25 28 30 1'-6" A 17 26 28 30 1'-5" A 17 26 29 30 1'1" A 17 26 29 31 1'-3" A 17 27 29 31 1'-2" A 17 27 30 31,, 1'-2" A 17 27 30 32 1'-1" A 17 28 31 32 1'-0" A 17 28 1 33 rS"Magnum Gutter MU36 3'-3" B 21 25 28 29 3'-1" B 21 25 28 30 2'-11" B 21 26 28 30 2'-10" 13 21 26 29 30 2'-8" B 21 26 29 31, 2'-6" B 21 27 29 31 2'-5" B 21 27 30 31 2'1" B 21 27 30 32 2'-2" 8 21 28 31 32 2'-0" B 2( 28 1 33 6"Magnum Gutter MU37 7'-1" D 27 25 28 29 6'-10" D 27 25 28 30 6'-7" D 27 26 28 30 6'-5" D 27 26 29 30 6'-2" D 28 26 29 31 6'-0" D 28 27 29 31 5'-10" D 28 27 30 31 5'-8" E 28 27 30 32 5'1" E 28 28 31 32 5'-1" E 2I 2: 1 33 6"Smooth Gutter MU38 5'-11" D 25 25 28 29 5'-9" D 26 25 28 30 5'-7" D 26 26 28 30 5'-4" D 26 26 29 30 5'-2" D 26 26 29 31 5'-0" D 26 27 29 31_4'-11" D 26 27 30 31 _4'-9" D 26 27 30 32 4'-G" D 27 28 31 32 4'-3" D 2, 2. 1 33 1. Four Seasons Building Products Carl Putnam,P.E. 5005 Veteran's Memorial Hwy 3441 Ivylink Place YTy Holbrook,NY 11741 Lynchburg,VA 24503 \401/4 FssO (631)563-4000 (434)384-2514 ../// carloutnam@comcastnet , ` / kQ I' :OP S 9r 1 k i_, GO k IF , DEC 27 20 8 1 2'P., Four Seasons ICC ESR 1953(2015 IBC) 1/26/2017 Page 72 of 98 EXP 'ES: I C 31 2020 7.0 POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURES • Table7.3.Required Number of Fasteners for Shearing Loads Table 7.4:Required Number of Fasteners for Tension Loads Aluminum Material Gage(in) Steel Gage(in) Aluminum Gage(in) 1 Spacing between bolts and screws shall be 2.5 times the shank diamter. ' 0.024 0.024 0.032 0.036 0.040 0.040 0.060 0.060 0.041 0.041 0.036 0.06 0.060 0.090 0.100 2 The edge distance of bolts and screws shall be 3 times the shank diameter Allowable WIDTH A BCDE F GH I J K L M N 0 3 Connections shall be arranged so that the center of resistance of the connection for Attached Two Footer Design #14 3/8"B 3/8"13 #14 #14 3/8"B #14 3/8"B #14 3/8"B 3/8"B #14 3/8"B 3/8"B #14 Design Footer shall coincide with the resultant line of action of the load. Trib Post Structures on Slab Size Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT BOLT SMS BOLT BOLT SMS Uplift Size Width(ft) Live or Ground Snow Load d(in) (lbs) 128 590 788 192 210 984 310 1476 507 1522 665 128 865 1038 234 (lbs) d(in) TABLE 7.6:WALL ATTACHMENTS FOR LATTICE COVERS 10 psf 20 psf 12 90 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 90 12 GRND Wind #of 3 45-5" 23'-9" 13 114 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 114 13 SNOW Speed Screws* ALUMINUM RAFTER SPACING 3.5 38'-11" 20'-4" 14 143 2 1 1 1 1 1 1 1 1 1 1 2 1 1 1 143 14 LOAD and per 12" I 16" I 20" I 24" I 32" 36" 4 34'-1" 17'-10" 15 176 2 1 1 1 1 1 1 1 1 1 1 2 1 1 1 176 15 (PSF) Exposure Rafter MAXIMUM ALUMINUM RAFTER SPAN 4.5 30'-3" 15-10" 16 213 2 1 1 2 2 1 1 1 1 1 1 2 1 1 1 213 16 10 170 EXP B 2 26' 26' 20' 22' 18' 16' ' 5 27'-3" 14'-3" 17 256 2 1 1 2 2 1 1 1 1 1 1 2 1 1 2 256 17 LIVE 140 EXP C 3 26' 26' 20' 22' 19' 17' r 5.5 24-9" 12'-11" 18 304 3 1 1 2 2 1 1 1 1 1 1 3 1 1 2 304 18 20 180 EXP B 2 19' 18' 14' 12' 9' 8' 6 27-8" 11'-10" 19 357 3 1 1 2 2 1 2 1 1 1 1 3 1 1 2 357 19 LIVE 180 EXP C 3 19' 19' 14' 13' 10' 9' s 6.5 20'-11" 10'-11" 20 psf Slab 115C 20 417 4 1 1 3 2 1 2 1 1 1 1 4 1 1 2 417 20 25 180 EXP C 2 18' 18' 13' 12' 9' 8' 7 19'-5" 10'-2" 21 482 4 1 1 3 3 1 2 1 1 1 1 4 1 1 3 482 21 30 180 EXP C 2 17' 15' 11' 10' 8' 7' 7.5 18'-2" n/a 22 555 5 1 1 3 3 1 2 1 2 1 1 5 1 1 3 555 22 36 180 EXP C 2 16' 13' 10' 9' 7' 6' 8 17'-0" n/a 23 634 5 2 1 4 4 1 3 1 2 1 1 5 1 1 3 634 23 42 180 EXP C 2 13' 11' 8' 8' 6' 5' 8.5 16'-0" n/a 24 720 6 2 1 4 4 1 3 1 2 1 2 6 1 1 4 720 24 50 180 EXP C 2 11' 9' 7' 6' 5' 4' 9 15-1" n/a 10 psf Slab 1156 722 6 2 1 4 4 1 3 1 2 1 2 6 1 1 4 722 Slab 60 180 EXP C 2 10' 8' 6' 5' 4' 3' Table 7.1 25 814 7 2 2 5 4 1 3 1 2 1 2 7 1 1 4 814 25 3 10' 8' 6' 5' 4' 4' 10 psf Slab 115C 886 7 2 2 5 5 1 3 1 2 1 2 7 2 1 4 886 Slab *Screws are#14 screws w/1.5"embedment into G=0.5 solid wood(Douglas Fir) 26 915 8 2 2 5 5 1 3 1 2 1 2 8 2 1 4 915 26 27 1025 9 2 2 6 5 2 4 1 3 1 2 9 2 1 5 1025 27 TABLE 7.7 STUCCO ATTACHMENT TO WALL 28 1143 9 2 2 6 6 2 4 1 3 1 2 9 2 2 5 1143 28 ALLOWABLE DISTANCE TO FIRST ROW OF POSTS 29 1270 n/a 3 2 7 7 2 5 1 3 1 2 n/a 2 2 6 1270 29 Ground Snow 1/4"Lag Screws 16"o/c Wind MAX 30 1406 n/a 3 2 8 7 2 5 1 3 1 3 n/a 2 2 7 1406 30 Load(psf) 1 2 3 4 Speed(mph) Exp POST POST DESCRIPTIONS POST 31 1552 n/a 3 2 9 8 2 6 2 4 2 3 n/a 2 2 7 1552 31 Live 10 7'-6" 15,-0" 22'-7" 30'-1" 110 B TYPE DETAIL FIGHT 32 1707 n/a 3 3 9 9 2 6 2 4 2 3 n/a 2 2 8 1707 32 Live 10 7'-1" 14'-3" 21'-4" 28'-6" 115 B A Twin 0.032"x1.5"x1.5"Scrol! MU100 8' 33 1872 n/a 4 3 n/a 9 2 7 2 4 2 3 n/a 3 2 8 1872 33 Live 10 6-7" 13'-3" 19'-11" 26'-7" 110 C B Twin 0.062"X1.5"X1.5"Scroll MU100 10' 34 2047 n/a 4 3 n/a n/a 3 7 2 5 2 4 n/a 3 2 9 2047 34 Live 10 6'-3" 12'-6" 18'-10" 25'-1" 115 C C 0.024"x3"x3"Post W/Sideplate: MU112 or LA24 11' 35 2233 n/a 4 3 n/a n/a 3 8 2 5 2 4 n/a 3 3 n/a 2233 35 Live 10 5'-3" 10'-7" 15'-10" 21'-2" 130 C D Alum 0.032"x3"x3"Locksearr MU89 or LA15 10' 36 2430 n/a 5 4 n/a n/a 3 8 2 5 2 4 n/a 3 3 n/a 2430 36 Live 10 4'-8" 9'-5" 1a'-2" 18'-11" 140 C E Alum 0.040"x3"x3"Locksearr MU89 or LA15 10' 37 2638 n/a 5 4 n/a n/a 3 9 2 6 2 4 n/a 4 3 n/a 2638 37 Live 20 5'-2" 10'-4" 15'-6" 20'-8" 110 C "` F Alum 0.055"x3"x3"Fluted MU95 or LA19 11' 38 2858 n/a 5 4 n/a n/a 3 n/a 2 6 2 5 n/a 4 3 n/a 2858 38 Live 20 4'-11" 9'-10" 14'-10" 19'-9" 115 C G Alum 0.075"x3"x3"Square MU49 12' 39 3090 n/a 6 4 n/a n/a 4 n/a 3 7 3 5 n/a 4 3 n/a 3090 39 Live 20 4'-3" 8'-7" 12'-11" 17'-3" 130 C H Magnum 0.062"x3x3 MU51 11' 40 3333 n/a 6 5 n/a n/a 4 n/a 3 7 3 6 n/a 4 4 n/a 3333 40 25 4'-10" 9'-8" 14'-6" 19'-4" 115 C I Steel 0.043"x3"x3"Locksearr MU89 or LA15 11' 41 3590 n/a 7 5 n/a n/a 4 n/a 3 8 3 6 n/a 5 4 n/a 3590 41 25 4'-2" 8'-5" 12'-8" 16'-11" 130 C J Alum 0.120"x3"x3"Square MU96 or IA20 10' 42 3859 n/a 7 5 n/a n/a 4 n/a 3 8 3 6 n/a 5 4 n/a 3859 42 25 3'-10" 7'-9" 11'-7" 15'-6" 140 C K Alum 0.120"x4"x4"Square MU50 or LA20 14' 43 4141 n/a 8 6 n/a n/a 5 n/a 3 9 3 7 n/a 5 4 n/a 4141 43 30 4'-5" 8'-10" 13'-4" 17'-9" 115 C L 3/16"x3"x3"Steel Square MU93 or LA17 12' 44 4437 n/a 8 6 n/a n/a 5 n/a 4 9 3 7 n/a 6 5 n/a 4437 44 30 3'-11" 7'-10" 11'-9" 15'-8" 130 C • M1 3/16"x4"x4"Steel Square MU93 or LA17 15' 45 4746 n/a 9 7 n/a n/a 5 n/a 4 n/a 4 8 n/a 6 5 n/a 4746 45 30 3'-7" 7'-2" 10'-10" 14'-5" 140 C M2 3/16"x4"x4"Steel Square MU93 or LA17 12' 46 5070 n/a 9 7 n/a n/a 6 n/a 4 n/a 4 8 n/a 6 5 n/a 5070 46 35.7 4'-0" 8'-0" 12'-1" 16'-1" 115 C N1 3/16"x5"x5"Steel Square MU93 or LA17 15' 47 5407 n/a n/a 7 n/a n/a 6 n/a 4 n/a 4 9 n/a 7 6 n/a 5407 47 35.7 3'-4" 6'-8" 10'-1" 13'-5" 140 C N2 3/16"x5"x5"Steel Square MU93 or LA17 12' 48 5760 n/a n/a 8 n/a n/a 6 n/a 4 n/a 4 9 n/a 7 6 n/a 5760 48 42 3'-4" 6'-8" So'-1" 13'-5" 130 C 0 3/16"x6"X6"Steel Square MU93 or LA17 15' 49 6128 n/a n/a 8 n/a n/a 7 n/a 5 n/a 5 n/a n/a 8 6 n/a 6128 49 42 3'-1" 6'-3" 9'4" 12'-6" 140 C Table 7.2 50 6510 n/a n/a 9 n/a n/a 7 n/a 5 __ n/a 5 n/a n/a 8 7 n/a 6510 50 50 2'-10" 5'-9" 8'-8" 11'-7" 130 C Fastener Terminology 60 2'-5" 4'-10" T-3" 9'-8" 140 C #14 SMS=#14 sheet metal or SDS screw,1/2"minimum length TABLE 7.5:WALL ATTACHMENTS FOR SOLID COVER STRUCTURES 3/8"B=3/8"Diameter Bolt Lag=1/4"Lag Screw with 2.5"penetration into G=0.5 wood(Douglas Fir) See General Notes for specifics on fasteners LIVE/ ALLOWABLE PANEL SPAN FOR GIVEN FASTENER AND NUMBER Lattice Structures always use 115 mph Exposure B for the wind condition SNOW WIND SPEED CONCRETE(2)OR MASONRY(3) #14 SCREW(4)PER 16" 1 Clearspan on this chart is the distance from the wall to the first row of columns. LOAD (MPH)AND ANCHOR 0/C SPACING 1/4"LAG SCREW(5)PER 16" j 2 Hilti Kwik Bolt TZ 3/8"diameter and 2"embed and 1"dia steel washer:ICC ESR 1917 or other (PSF) EXPOSURE 16" 8" 1 2 3 4 anchor w/320#allowable shear and 200#allowable tensile vs live,snow,wind and seismic loads. 10 110 B 21' 18' 21' 3 Masonry anchors must have an allowable shear value of 320#and 200#tensile for live,snow,wind 10 115 B 21' 17.5' 21' OriPROFF or seismic loads or be specified by a design professional. 10 120 B 20' 17' 20' s 4#14 screws must have 1.5"of penetration into solid wood. 10 115 C 17.5' 14.5' 17.5' 5 114"Lag screws must have 2 1/4"of penetration into studs and 0.5"washers 10 130 C 15' 12.5' 15' These lag screws must be installed as per AFP&A NDS Section 11.1.3. See General Note#11 for 10 140 C 14' 11.5' 14' ~'+ PE '9� washer specifications. 10 150 C 13' 10' 13' • 6 10 and 20 psf are live or snow loads,25-60 psf are snow loads. 10 160 C 12' 9' 12' I o7 For ANC3 and ANC4 wood framing imust be SG=0.5 or denser(Douglas Fir-Larch) 10 170 C 11.5' 8' 11.5' 8 A blank entry indicates maximum panel span in this report or ICC ESR 2488 was reached by a lesser amount of 20 130 C 15' 9.5' 15' 'RE ON eb 41 fasteners. 20 140 C 14' 9' 14' P20 160 C 11.5' 7.5' 12' 3 Four Seasons Building Products 20 170 C 11' 11.5' 7' 11.5'5005 Veteran's Memorial Hwy 25 115 c 16' 10' 16' kiQuio Holbrook,NY 11741 (631) Holbrook, 56300 25 130 C 14.5' 9.5' 15' 25 140 C 13.5' 8.5' 14' 1PIRES. IEC 31 2020 30 115 C 15' 15.5' 8.5' 15.5' Carl Putnam,P.E. 30 130 C 13.5' 14.5' 8.5' 14.5' 3441 lvylink Place 30 140 C 12.5' 14' 8' 14' DEC 27 2018 Lynchburg,VA 24503 (434)384-2514 35.7 115 C 13.5' 14.5' 7' 14.5' 35.7 140 C 11.5' 13.5' 7' 13.5' carlputnam(ctcomcast.net 42 130 C 11' 13' 6' 12.5' 42 140 C 10.5' 12.5' 6' 12.5' 50 130 C 9.5' 12.5' 5' 10.5' 60 140 C 8' 11.5' 4' 8.5' Misc3-2015 Four Seasons ICC ESR 1953(2015 IBC) 1/26/2017 Page 92 of 98 Four Seasons Structural Properties of Beams,Fascia,Panels and Rafters for Use by Design Professionals ASSUMES FULL LATERAL BRACING - , Max Allowable Max Allowable Structural Element I(in^4)bottom Moment(top in Moment(bottom Max T I(in^4)top in in compression in compression Allowable Ftu or Fu Fty or Fy Fcy o compression compression (Ibf ft (Ibf ft) Shear(lbf) Material E(ksi) (ksi) (ksi) (ksi) Rafters tom 0.024"x2"x6.5"Aluminum Rafter LA05 2.176 same 295 276 169 3004H34 10100 32 25 22 0.032"x2"x6.5"Aluminum Rafter LA05 2.929 same 560 500 406 3004H34 10100 32 25 22 z --"-0.040"x2"x6.5"Aluminum Rafter LA05 3.693 same 863 796 800 3004H34 10100 32 25 22 y 0.042"x3"x8"Aluminum Rafter LA04 7.907 same 1177 1051 747 3004H34 10100 32 25 22 n "7'r 0.024"x3"x3"Aluminum Rafter LA21 0.445 same 132 126 380 3004H34 10100 32 25 22 o ffl 0.040"x3"x3"Aluminum Rafter LA21 0.754 same 394 348 1539 3004H34 10100 32 25 22 m Aluminum Panels 0.020"x3.5"x12"W Panel MU05 MU08 0.574 same 317 330 457 3004H34 10100 32 25 22 w 0.024"x3.5"x12"W Panel MU05 MU08 0.689 same 407 424 548 3004H34 10100 32 25 22 _ 0.032"x3.5"x12"W Panel MU05 MU08 0.918 same 569 628 731 3004H34 10100 32 25 22 ry 0.040"x3.5"x12"W Panel MU05 MU08 1.148 same 740 848 914 3004H34 10100 32 25 22 0 Zisi W 0.020"x3.5"x12"Vee Panel MU06 0.507 same 196 72 708 3004H34 10100 32 25 22 0 0.024"x3.5"x12"Vee Panel MU06 0.675 same 375 130 944 3004H34 10100 32 25 22 0.032"x3.5"x12"Vee Panel MU06 0.901 same 624 235 1259 3004H34 10100 32 25 22 N 0.040"x3.5"x12"Vee Panel MU06 1.126 same 889 370 1573 3004H34 10100 32 25 22 C) N 0.020"x3"x8"Flat Panel MU12 0.572 same 184 123 409 3004H34 10100 32 25 22 0 0.025"x3"x8"Flat Panel MU12 0.716 same 338 189 511 3004H34 10100 32 25 22 0.032"x3"x8"Flat Panel MU12 0.916 same 505 262 654 3004H34 10100 32 25 22 0.020"x3"x12"W Panel MU13 0.432 same 192 238 761 0.025"x3"x12"W Panel MU13 0.539 same 293 372 952 3004H34 10100 32 25 22 0.028"x3"x12"W Panel MU13 0.604 same 355 440 1066 3004H34 10100 32 25 22 0.032"x3"x12"W Panel MU13 0.691 same 431 536 1218 3004H34 10100 32 25 22 0.040"x3"x12"W Panel MU13 0.863 same 568 743 1523 3004H34 10100 32 25 22 0.020"x3"x12"Flat Panel MU11 0.663 same 187 150 409 3004H34 10100 32 25 22 0.025"x3"x12"Flat Panel MU11 0.829 same 344 198 511 3004H34 10100 32 25 22 0.032"x3"x12"Flat Panel MU11 1.061 same 513 271 654 3004H34 10100 32 25 22 0.036"x3"x12"Flat Panel MU11 1.194 same 614 316 736 3004H34 10100 32 25 22 0.020"x2.5"x6"Flat Panel MU22 0.304 same 186 139 800 3004H34 10100 32 25 22 0.024"x2.5"x6"Flat Panel MU22 0.365 same 254 190 960 3004H34 10100 32 25 22 0.032"x2.5"x6"Flat Panel MU22 0.486 same 398 306 1280 3004H34 10100 32 25 22 0.040"x2.5"x6"Flat Panel MU22 0.608 same 544 438 1600 3004H34 10100 32 25 22 0.020"x2.5"x12"Panel MU26 0.316 same 300 275 556 3004H34 10100 32 25 22 0.027"x2.5"x12"Panel MU26 0.426 same 454 409 1298 3004H34 10100 32 25 22 0.040"x2.5"x12"Panel MU26 0.631 same 705 686 2768 3004H34 10100 32 25 22 0.022"x2.5"x8"Flat Panel MU21 0.354 same 181 120 508 3004H34 10100 32 25 22 0.028"x2.5"x8"Flat Panel MU21 0.45 same 238 165 669 3004H34 10100 32 25 22 0.035"x2.5"x8"Flat Panel MU21 0.563 same 317 224 837 3004H34 10100 32 25 22 0.040"x2.5"x8"Flat Panel MU21 0.643 same 387 271 956 3004H34 10100 32 25 22 0.020"x2.5"x24"Panel MU24 0.504 same 372 340 508 3004H34 10100 32 25 22 0.025"x2.5"x24"Panel MU24 0.63 same 546 448 993 3004H34 10100 32 25 22 0.032"x2.5"x24"Panel MU24 0.806 same 755 615 2082 3004H34 10100 32 25 22 0.020"x2"x6"Flat Panel MU33 0.154 same 131 226 545 3004H34 10100 32 25 22 0.024"x2"x6"Flat Panel MU33 0.185 same 171 271 655 3004H34 10100 32 25 22 0.032"x2"x6"Flat Panel MU33 0.246 same 237 361 873 3004H34 10100 32 25 22 0.040"x2"x6"Flat Panel MU33 0.308 same 302 451 1091 3004H34 10100 32 25 22 0.020"x4"x12"Vee Panel MU35 0.826 same 272 106 880 3004H34 10100 32 25 22 0.024"x4"x12"Vee Panel MU35 1.032 same 491 167 1099 3004H34 10100 32 25 22 0.032"x4"x12"Vee Panel MU35 1.321 same 277 277 1407 3004H34 10100 32 25 22 w 0.040"x4"x12"Vee Panel MU35 1.652 same 1123 437 1759 3004H34 10100 32 25 22 co co m 0.020"x3"x24"Panel MU39 0.761 same 308 250 458 3004H34 10100 32 25 22 0.025"x3"x24"Panel MU39 0.952 same 485 394 894 3004H34 10100 32 25 22 o 0.032"x3"x24"Panel MU39 1.218 same 798 648 1874 3004H34 10100 32 25 22 co 0.040"x3"x24"Panel MU39 1.523 same 1196 971 3661 3004H34 10100 32 25 22 Steel Panels 0.018"x3.5"x12"W Panel MU05 MU08 0.504 0.323 490 314 ASTM A653 Grade 40 29000 55 40 0.024"x3.5"x12"W Panel MU05 MU08 0.686 0.686 666 458 603 ASTM A653 Grade 40 29000 55 40 0.018"x3"x8"Flat Panel MU12 0.4334 0.2619 470 284 333 ASTM A653 Grade 40 29000 55 40 0.024"x3"x8"Flat Panel MU12 0.6253 0.3807 678 413 792 ASTM A653 Grade 40 29000 55 40 0.018"x3"x12"Flat Panel MU11 0.497 0.263 405 214 266 ASTM A653 Grade 40 29000 55 40 0.024"x3"x12"Flat Panel MU11 0.7211 0.3836 704 374 792 ASTM A653 Grade 40 29000 55 40 0.018"x2.5"x6"Flat Panel MU22 0.2533 0.1627 344 221 534 ASTM A653 Grade 40 29000 55 40 0.018"x2.5"x12"Panel MU26 m R 0.2691 0.2337 405 352 620 ASTM A653 Grade 40 29000 55 r X ' FOt 0.024"x2.5"x12"Panel MU26 0.3734 0.3539 562 533 1476 ASTM A653 Grade 40 29000 55 40 55 N�� ts� 0.015"x2.5"x24"Panel MU24 0.329 0.3364 518 530 476 ASTM A653 Grade 40 29000 55 '0 m a 'cu, O V �2��rt't 0.018"x2.5"x24"Panel MU24 0.4068 0.4167 641 656 825 ASTM A653 Grade 40 29000 55 't , N 0 d 0.018"x4"x12"Vee Panel MU35 0.6802 0.5654 640 532 218 ASTM A653 Grade 40 29000 55 p�+a 0 O33 0.024"x4"x12"Vee Panel MU35 0.9416 0.799 885 751 518 ASTM A653 Grade 40 29000 55 40_, Corr7 o oo� rn a5� 0.018"x3"x24"Panel MU39 0.6268 0.5836 795 741 634 ASTM A653 Grade 40 29000 55 4r t! \C - Aluminum Headers o 1�‘p �0.042"x3"x8"Aluminum Header MU76 7.907 same 1177 1051 747 3004H34 10100 32 25 22 Double 0.042"x3"x8"Aluminum Header MU113 15.814 same 2354 2102 1494 3004H34 10100 32 25 22 Double 0.040"x2"x6.5"Aluminum Header MU113 7.386 same 1726 1592 1600 3004H34 10100 32 25 22 Samson Beam MU99 4.68 same 2170 2254 5223 6063T6 10100 30 25 25 n 0.120"x3"x3"Square Header 1.91 same 1792 1792 5794 6063T6 10100 30 25 25 0.120"x4"x4"Square Header 4.68 same 3029 3029 7894 6063T6 10100 30 25 25 N Double 0.120"x3"x3"Square Header MU120 3.82 same 3584 3584 11588 6063T6 10100 30 25 25 Double 0.120"x4"x4"Square Header MU120 9.36 same 6058 6058 15788 6063T6 10100 30 25 25 N 4"x3"I beam MU56 3.433 same 3317 3317 3366 6063T6 10100 30 25 25 O 5"x3"I beam MU57 6.1 same 4624 4624 3785 606176 10100 38 35 35 CO 7"x4"I beam MU58 18.35 same 10390 9927 7131 6061T6 10100 38 35 35 3.5"x3"I beam MU65 2.4 same 2829 3065 3227 6061T6 10100 38 35 35 5"x4.11"I beam MU64 7.956 same 6185 6264 4566 6061T6 10100 38 35 35 7"x5.86"I beam MU63 21.525 same 11125 10729 4257 6061T6 10100 38 35 35 7"x5.5"I beam MU59 20.33 same 10527 10527 7259 6061T6 10100 38 35 35 10"x5.5"I beam MU60 66.7 same 24816 24816 11308 606176 10100 38 35 35 10"x5.66"I beam MU62 77.1 same 27477 29190 11142 606176 10100 38 35 35 Aluminum Fascia 4.5"Extruded Fascia MU32 1.65 same 797 950 1966 5"RF Fascia MU16 1.899 same 754 853 985 3004H34 10100 32 25 22 6.5"RFFascia MU15 3.32 same 1018 1116 1750 3004H34 10100 32 25 22 6"Extruded Fascia MU31 4.198 same 1653 1982 2509 606316 10100 30 25 25 5"Extruded Fascia MU20 2.23 same 1030 1195 2136 606376 10100 30 25 25 5.5"Extruded Fascia MU20 2.809 same 1030 1195 2136 6063T6 10100 30 25 25 6"RF Fascia MU29 2.231 same 646 793 1061 3004H34 10100 32 25 22 Samson Gutter Fascia MU08 3.91 same 1336 1791 6284 606376 10100 30 25 25 `""�5"Magnum Gutter MU36 3.49 same 1893 1791 6508 606376 10100 30 25 25 6"Magnum Gutter MU37 5.43 same 2251 2321 7820 606376 10100 30 25 25 6"Smooth Gutter MU38 5.15 same 1633 2102 5440 606376 10100 30 25 25 Steel Headers 12 Gauge Steel C Beam LA06/MU78 13.582 same 8606 8606 11504 ASTM A653 Grade 50 29000 65 50 14 Gauge Steel C Beam LA06/MU78 9.249 same 5861 5861 3962 ASTM A653 Grade 50 29000 65 50 16 Gauge Steel C Beam LA06/MU78 7.632 same 4836 4836 2355 ASTM A653 Grade 50 29000 65 50 Double 12 Gauge Steel C Beam LA26/MU114 27.164 same 17212 17212 23008 ASTM A653 Grade 49 29000 65 50 Double 14 Gauge Steel C Beam LA26/MU114 18.498 same 11722 11722 7924 ASTM A653 Grade 50 29000 65 50 Double 16 Gauge Steel C Beam LA26/MU114 15.264 same 9672 9672 4710 ASTM A653 Grade 50 29000 65 50 0.043"x3"x3"Lockseam Header MU89 0.8099 same 1078 1078 7363 ASTM A653 Grade 40 29000 55 40 Double 0.043"x3"x3"Header MU120 1.6198 same 2156 2156 14726 ASTM A653 Grade 40 29000 55 40 Misc7-2015